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Final Identification: 160.10.35-040 1 FINAL TECHNICAL APPENDICES INTERSECTION TRAFFIC IMPACT ANALYSIS REPORT WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January 2012 Prepared by: In Association with 2020 East First Street, Suite 400 Santa Ana, California 92705
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Page 1: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

FinalIdentification: 160.10.35-040

1

FINAL TECHNICAL APPENDICES

INTERSECTION TRAFFIC IMPACT ANALYSIS

REPORT

WBS ID: 160.10.35-040

Prepared for

Los Angeles County Metropolitan Transportation Authority

January 2012

Prepared by:

In Association with

2020 East First Street, Suite 400Santa Ana, California 92705

Page 2: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

FinalIdentification: 160.10.35-040

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Page 3: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

I-710 Corridor Project EIR/EIS

Final Appendix AIdentification: 160.10.35-040

Appendix A

EXISTING TRAFFIC COUNTS

Page 4: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

I-710 Corridor Project EIR/EIS

Final Appendix AIdentification: 160.10.35-040

This page intentionally left blank.

Page 5: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

I-710 Corridor Project EIR/EIS

Final Appendix AIdentification: 160.10.35-040

TRUCK CLASSIFICATION COUNTS

Page 6: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

I-710 Corridor Project EIR/EIS

Final Appendix AIdentification: 160.10.35-040

This page intentionally left blank.

Page 7: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W ANAHEIM STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 14 0 0 0 0 14 28 1 0 2 0 31 1 1 0 0 0 2

615-630 12 0 0 2 0 14 48 2 1 3 0 54 2 0 0 0 0 2

630-645 32 2 0 1 0 35 43 1 2 7 0 53 1 0 0 0 0 1

645-700 24 0 0 3 1 28 28 1 0 1 0 30 2 0 0 0 0 2

700-715 33 3 0 1 0 37 36 2 1 6 1 46 0 0 0 0 1 1

715-730 31 5 0 2 0 38 32 8 0 4 2 46 2 0 0 0 0 2

730-745 40 0 0 1 1 42 32 4 1 5 1 43 2 1 0 0 0 3

745-800 64 0 0 2 1 67 34 7 0 0 2 43 2 0 0 0 0 2

800-815 26 4 1 0 1 32 17 5 0 3 2 27 3 0 0 0 0 3

815-830 16 1 0 0 0 17 11 3 0 3 4 21 1 0 0 0 0 1

830-845 20 0 0 4 2 26 15 1 0 2 3 21 0 0 0 0 0 0

845-900 23 0 0 1 0 24 17 6 0 5 2 30 0 0 0 0 0 0

HOUR TOTALS

600-700 82 2 0 6 1 91 147 5 3 13 0 168 6 1 0 0 0 7

615-715 101 5 0 7 1 114 155 6 4 17 1 183 5 0 0 0 1 6

630-730 120 10 0 7 1 138 139 12 3 18 3 175 5 0 0 0 1 6

645-745 128 8 0 7 2 145 128 15 2 16 4 165 6 1 0 0 1 8

700-800 168 8 0 6 2 184 134 21 2 15 6 178 6 1 0 0 1 8

715-815 161 9 1 5 3 179 115 24 1 12 7 159 9 1 0 0 0 10

730-830 146 5 1 3 3 158 94 19 1 11 9 134 8 1 0 0 0 9

745-845 126 5 1 6 4 142 77 16 0 8 11 112 6 0 0 0 0 6

800-900 85 5 1 5 3 99 60 15 0 13 11 99 4 0 0 0 0 4

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 90 4 0 0 0 94 78 3 0 2 0 83

615-630 5 0 0 0 0 5 93 0 1 0 0 94 110 3 0 3 3 119

630-645 2 0 0 0 0 2 149 0 0 0 0 149 65 1 0 1 3 70

645-700 1 0 0 0 0 1 183 0 2 0 0 185 82 0 0 0 3 85

700-715 0 0 0 0 0 0 115 1 0 0 2 118 41 0 0 1 4 46

715-730 2 0 0 0 0 2 159 1 0 4 0 164 62 0 0 1 2 65

730-745 3 0 0 0 1 4 146 7 1 1 3 158 43 1 0 1 4 49

745-800 1 0 0 0 0 1 172 8 0 1 5 186 59 4 0 1 3 67

800-815 1 1 0 0 0 2 189 13 1 2 2 207 37 4 2 3 1 47

815-830 1 0 1 0 0 2 131 10 2 1 0 144 26 4 0 1 3 34

830-845 1 0 1 0 0 2 124 7 1 2 1 135 29 3 0 5 2 39

845-900 1 0 0 0 0 1 96 17 2 0 1 116 22 3 0 0 3 28

HOUR TOTALS

600-700 8 0 0 0 0 8 515 4 3 0 0 522 335 7 0 6 9 357

615-715 8 0 0 0 0 8 540 1 3 0 2 546 298 4 0 5 13 320

630-730 5 0 0 0 0 5 606 2 2 4 2 616 250 1 0 3 12 266

645-745 6 0 0 0 1 7 603 9 3 5 5 625 228 1 0 3 13 245

700-800 6 0 0 0 1 7 592 17 1 6 10 626 205 5 0 4 13 227

715-815 7 1 0 0 1 9 666 29 2 8 10 715 201 9 2 6 10 228

730-830 6 1 1 0 1 9 638 38 4 5 10 695 165 13 2 6 11 197

745-845 4 1 2 0 0 7 616 38 4 6 8 672 151 15 2 10 9 187

800-900 4 1 2 0 0 7 540 47 6 5 4 602 114 14 2 9 9 148

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 18 2 0 6 0 26 0 0 0 0 1 1 0 0 0 0 0 0

215-230 25 3 1 4 6 39 7 0 0 0 0 7 3 0 0 0 0 3

230-245 24 0 0 3 5 32 6 2 0 1 0 9 4 0 0 0 0 4

245-300 75 5 0 9 3 92 8 1 0 4 0 13 2 0 0 0 0 2

300-315 66 2 0 4 1 73 9 1 0 2 0 12 2 0 0 0 1 3

315-330 55 12 0 12 6 85 11 3 0 2 0 16 7 0 0 0 0 7

330-345 28 15 0 7 6 56 8 7 1 6 2 24 7 0 0 0 0 7

345-400 34 16 0 13 2 65 21 2 0 6 2 31 8 0 0 1 1 10

400-415 29 6 0 12 3 50 10 2 0 6 1 19 3 0 0 0 0 3

415-430 24 6 0 9 3 42 12 4 0 7 1 24 2 0 0 0 0 2

430-445 13 9 0 8 5 35 8 2 1 8 2 21 0 0 0 0 0 0

445-500 15 5 1 4 6 31 10 1 1 4 1 17 2 0 0 0 0 2

HOUR TOTALS

200-300 142 10 1 22 14 189 21 3 0 5 1 30 9 0 0 0 0 9

215-315 190 10 1 20 15 236 30 4 0 7 0 41 11 0 0 0 1 12

230-330 220 19 0 28 15 282 34 7 0 9 0 50 15 0 0 0 1 16

245-345 224 34 0 32 16 306 36 12 1 14 2 65 18 0 0 0 1 19

300-400 183 45 0 36 15 279 49 13 1 16 4 83 24 0 0 1 2 27

315-415 146 49 0 44 17 256 50 14 1 20 5 90 25 0 0 1 1 27

330-430 115 43 0 41 14 213 51 15 1 25 6 98 20 0 0 1 1 22

345-445 100 37 0 42 13 192 51 10 1 27 6 95 13 0 0 1 1 15

400-500 81 26 1 33 17 158 40 9 2 25 5 81 7 0 0 0 0 7

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 4 0 0 1 0 5 63 1 0 9 2 75 5 0 0 0 0 5

615-630 2 0 0 0 0 2 79 5 0 12 4 100 4 5 0 1 0 10

630-645 4 1 0 0 0 5 97 6 0 11 0 114 9 1 0 1 0 11

645-700 4 1 0 0 0 5 132 15 0 11 3 161 6 0 0 2 0 8

700-715 4 0 0 0 0 4 149 18 0 12 3 182 10 1 0 0 1 12

715-730 3 0 0 0 1 4 116 27 0 5 10 158 10 0 0 0 1 11

730-745 1 1 0 0 0 2 144 17 2 6 5 174 10 0 0 1 0 11

745-800 4 0 0 1 0 5 153 22 1 13 15 204 22 1 0 4 0 27

800-815 2 0 1 0 0 3 127 23 2 12 10 174 16 1 0 1 2 20

815-830 2 0 0 0 0 2 111 17 0 8 9 145 11 2 0 0 0 13

830-845 1 1 0 0 0 2 125 18 0 13 2 158 10 3 0 0 0 13

845-900 3 1 0 0 0 4 131 12 1 12 5 161 14 3 0 1 0 18

HOUR TOTALS

600-700 14 2 0 1 0 17 371 27 0 43 9 450 24 6 0 4 0 34

615-715 14 2 0 0 0 16 457 44 0 46 10 557 29 7 0 4 1 41

630-730 15 2 0 0 1 18 494 66 0 39 16 615 35 2 0 3 2 42

645-745 12 2 0 0 1 15 541 77 2 34 21 675 36 1 0 3 2 42

700-800 12 1 0 1 1 15 562 84 3 36 33 718 52 2 0 5 2 61

715-815 10 1 1 1 1 14 540 89 5 36 40 710 58 2 0 6 3 69

730-830 9 1 1 1 0 12 535 79 5 39 39 697 59 4 0 6 2 71

745-845 9 1 1 1 0 12 516 80 3 46 36 681 59 7 0 5 2 73

800-900 8 2 1 0 0 11 494 70 3 45 26 638 51 9 0 2 2 64

Page 8: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W ANAHEIM STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 30 2 0 0 2 34 15 3 0 15 8 41 1 0 0 0 0 1

215-230 21 3 1 0 2 27 15 5 0 8 4 32 2 0 0 0 0 2

230-245 43 9 0 1 2 55 20 6 0 15 3 44 2 0 0 0 0 2

245-300 27 3 0 3 0 33 12 2 0 15 4 33 1 0 0 0 0 1

300-315 26 2 1 2 1 32 19 5 0 10 6 40 3 0 0 0 0 3

315-330 33 3 0 3 1 40 14 2 0 10 6 32 0 0 0 0 0 0

330-345 31 1 0 4 0 36 29 7 2 8 1 47 5 0 0 1 0 6

345-400 41 7 0 2 1 51 44 5 0 12 2 63 2 0 0 0 0 2

400-415 34 7 0 4 2 47 52 6 0 10 1 69 2 1 1 0 0 4

415-430 43 4 0 4 1 52 51 4 2 9 0 66 5 1 0 0 0 6

430-445 50 4 0 4 2 60 58 6 0 9 0 73 2 0 0 1 0 3

445-500 31 3 0 2 1 37 26 4 0 4 0 34 7 1 0 1 0 9

500-515 51 8 1 4 7 71 34 5 0 15 1 55 5 0 0 0 0 5

515-530 36 4 0 3 1 44 23 5 1 11 2 42 9 0 0 0 0 9

530-545 33 1 0 4 1 39 31 10 0 13 0 54 5 0 0 0 0 5

545-600 24 3 0 1 1 29 27 5 0 7 0 39 6 0 0 0 0 6

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 4 0 1 0 0 5 136 19 2 3 5 165 25 6 0 10 5 46

215-230 5 0 0 3 2 10 163 16 1 14 3 197 32 5 1 9 2 49

230-245 8 2 0 1 2 13 139 8 0 10 3 160 22 4 0 6 5 37

245-300 5 0 0 0 0 5 137 18 1 10 3 169 24 8 0 10 2 44

300-315 5 0 0 1 0 6 145 9 0 8 2 164 22 4 0 5 3 34

315-330 4 1 0 0 2 7 148 18 0 3 5 174 31 6 0 9 4 50

330-345 2 2 0 0 0 4 197 10 0 12 3 222 28 9 2 11 2 52

345-400 5 1 0 0 0 6 182 30 2 9 0 223 34 5 1 6 2 48

400-415 2 4 0 1 0 7 209 19 0 10 3 241 32 4 0 12 2 50

415-430 2 1 0 1 0 4 185 30 2 11 1 229 48 10 0 7 1 66

430-445 4 1 0 2 0 7 232 20 0 11 3 266 45 7 2 4 3 61

445-500 5 0 0 0 0 5 205 10 0 5 4 224 24 3 0 10 2 39

500-515 6 1 0 1 1 9 219 7 0 3 2 231 27 6 0 3 2 38

515-530 8 1 0 0 0 9 139 5 1 8 0 153 20 2 0 3 3 28

530-545 1 1 0 0 0 2 151 4 0 4 1 160 18 6 2 8 0 34

545-600 3 0 0 0 0 3 116 5 0 2 1 124 14 1 0 6 2 23

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 29 5 0 12 3 49 12 13 0 5 1 31 3 1 0 0 0 4

215-230 31 5 1 11 1 49 14 9 0 2 1 26 4 0 0 0 0 4

230-245 51 10 0 4 6 71 15 12 0 2 1 30 5 2 0 0 0 7

245-300 46 9 0 3 5 63 6 4 0 6 0 16 2 1 0 0 0 3

300-315 39 6 0 8 0 53 13 4 0 4 1 22 2 0 0 0 1 3

315-330 46 8 0 7 5 66 12 8 0 4 0 24 2 1 0 0 0 3

330-345 59 8 2 8 2 79 22 10 0 5 0 37 0 0 0 1 1 2

345-400 39 9 0 5 3 56 11 8 0 3 0 22 1 0 0 0 1 2

400-415 68 10 0 8 2 88 15 8 0 4 0 27 0 1 0 1 0 2

415-430 116 11 1 7 4 139 30 4 0 5 0 39 1 0 0 0 0 1

430-445 143 11 0 7 2 163 39 12 0 4 2 57 1 0 0 0 0 1

445-500 126 7 0 3 3 139 33 1 1 1 0 36 2 0 0 0 0 2

500-515 165 8 0 8 0 181 32 2 0 2 1 37 4 0 0 0 0 4

515-530 152 6 0 8 4 170 26 2 0 3 0 31 2 0 0 0 0 2

530-545 146 15 0 16 5 182 20 4 0 6 0 30 2 0 0 0 0 2

545-600 88 10 1 7 1 107 11 5 0 2 0 18 5 0 0 0 0 5

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 3 0 0 0 0 3 138 6 0 8 3 155 22 0 0 0 1 23

215-230 5 0 0 0 0 5 124 5 0 1 3 133 15 2 0 1 0 18

230-245 0 1 0 0 1 2 132 15 1 7 4 159 26 1 0 0 1 28

245-300 2 0 0 0 0 2 138 6 0 10 5 159 36 3 0 1 0 40

300-315 2 1 0 0 0 3 149 8 0 7 5 169 20 1 0 0 1 22

315-330 1 0 0 0 0 1 134 15 0 2 3 154 21 1 0 1 0 23

330-345 1 1 0 0 0 2 194 8 0 6 4 212 19 2 0 2 2 25

345-400 5 0 0 0 0 5 184 3 0 9 1 197 14 2 1 1 0 18

400-415 0 1 0 0 1 2 194 8 0 4 0 206 26 0 0 0 1 27

415-430 0 0 0 0 0 0 179 11 3 7 2 202 20 2 0 0 0 22

430-445 1 0 0 0 0 1 225 19 0 4 0 248 28 1 0 0 1 30

445-500 3 0 0 0 0 3 207 10 0 5 3 225 27 1 0 1 0 29

500-515 5 1 0 1 0 7 237 11 0 4 1 253 33 2 0 0 0 35

515-530 2 0 0 0 0 2 217 7 0 2 4 230 21 5 0 3 0 29

530-545 2 0 0 0 0 2 238 9 0 4 1 252 29 2 0 0 0 31

545-600 1 0 0 0 0 1 173 16 0 8 0 197 16 1 0 1 0 18

Page 9: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S SANTA FE AVENUE

E/W ANAHEIM STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 23 1 0 1 0 25 18 0 0 0 0 18 19 0 0 2 0 21

615-630 16 2 0 0 0 18 16 0 0 0 0 16 13 0 0 0 0 13

630-645 22 0 0 0 2 24 29 0 0 0 1 30 15 7 0 3 0 25

645-700 13 0 0 0 0 13 17 0 0 1 0 18 20 4 0 0 0 24

700-715 15 5 0 0 0 20 22 0 0 0 2 24 22 4 0 2 1 29

715-730 19 3 0 2 0 24 22 0 0 2 0 24 45 5 0 1 0 51

730-745 10 0 0 0 1 11 32 2 0 0 0 34 45 2 0 1 0 48

745-800 19 0 0 0 0 19 26 0 0 0 0 26 35 1 0 8 2 46

800-815 18 2 0 2 0 22 20 1 0 1 0 22 24 5 0 2 0 31

815-830 18 0 0 2 0 20 23 1 0 0 0 24 32 3 0 1 0 36

830-845 13 2 0 1 0 16 25 1 0 0 0 26 13 3 0 2 0 18

845-900 19 1 0 0 0 20 20 0 0 1 0 21 19 1 0 0 0 20

HOUR TOTALS

600-700 74 3 0 1 2 80 80 0 0 1 1 82 67 11 0 5 0 83

615-715 66 7 0 0 2 75 84 0 0 1 3 88 70 15 0 5 1 91

630-730 69 8 0 2 2 81 90 0 0 3 3 96 102 20 0 6 1 129

645-745 57 8 0 2 1 68 93 2 0 3 2 100 132 15 0 4 1 152

700-800 63 8 0 2 1 74 102 2 0 2 2 108 147 12 0 12 3 174

715-815 66 5 0 4 1 76 100 3 0 3 0 106 149 13 0 12 2 176

730-830 65 2 0 4 1 72 101 4 0 1 0 106 136 11 0 12 2 161

745-845 68 4 0 5 0 77 94 3 0 1 0 98 104 12 0 13 2 131

800-900 68 5 0 5 0 78 88 3 0 2 0 93 88 12 0 5 0 105

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 17 0 0 1 0 18 170 5 0 3 3 181 4 0 0 1 0 5

615-630 21 0 0 0 0 21 226 2 0 5 1 234 1 0 0 1 0 2

630-645 28 0 1 0 1 30 237 3 2 10 3 255 5 0 0 2 0 7

645-700 31 0 0 3 0 34 236 5 0 5 5 251 2 0 0 0 0 2

700-715 60 0 0 0 0 60 206 4 0 7 4 221 4 0 0 0 0 4

715-730 73 2 0 0 2 77 227 12 0 11 6 256 2 0 0 1 0 3

730-745 60 1 0 0 0 61 230 10 0 11 5 256 3 1 0 0 0 4

745-800 58 0 1 0 1 60 231 13 0 11 4 259 8 2 0 3 0 13

800-815 43 0 0 2 3 48 171 14 0 6 4 195 10 1 0 2 0 13

815-830 26 0 0 1 2 29 188 9 0 7 5 209 6 2 0 2 0 10

830-845 38 1 0 0 0 39 183 13 3 13 5 217 3 1 0 0 0 4

845-900 31 0 0 0 1 32 136 8 0 25 6 175 6 2 0 1 0 9

HOUR TOTALS

600-700 97 0 1 4 1 103 869 15 2 23 12 921 12 0 0 4 0 16

615-715 140 0 1 3 1 145 905 14 2 27 13 961 12 0 0 3 0 15

630-730 192 2 1 3 3 201 906 24 2 33 18 983 13 0 0 3 0 16

645-745 224 3 0 3 2 232 899 31 0 34 20 984 11 1 0 1 0 13

700-800 251 3 1 0 3 258 894 39 0 40 19 992 17 3 0 4 0 24

715-815 234 3 1 2 6 246 859 49 0 39 19 966 23 4 0 6 0 33

730-830 187 1 1 3 6 198 820 46 0 35 18 919 27 6 0 7 0 40

745-845 165 1 1 3 6 176 773 49 3 37 18 880 27 6 0 7 0 40

800-900 138 1 0 3 6 148 678 44 3 51 20 796 25 6 0 5 0 36

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 1 1 15 0 0 0 0 15 5 0 0 1 0 6

215-230 1 0 0 0 0 1 24 0 0 0 0 24 3 0 0 1 0 4

230-245 3 3 0 0 1 7 20 0 0 0 0 20 5 0 0 1 0 6

245-300 1 2 0 0 0 3 21 0 0 2 0 23 7 0 0 0 0 7

300-315 2 2 0 0 0 4 37 0 0 0 1 38 2 0 0 0 0 2

315-330 1 2 0 0 0 3 51 0 0 4 0 55 9 0 0 0 0 9

330-345 6 2 0 1 0 9 25 1 0 0 1 27 13 2 0 0 0 15

345-400 5 1 1 1 1 9 32 1 0 1 2 36 8 2 0 0 0 10

400-415 3 0 0 2 1 6 25 1 0 0 1 27 8 2 0 1 1 12

415-430 2 0 0 3 1 6 20 2 0 1 0 23 13 2 0 0 0 15

430-445 6 1 1 2 1 11 21 1 0 1 0 23 9 3 0 0 1 13

445-500 7 1 0 1 0 9 25 1 0 2 0 28 8 0 0 0 0 8

HOUR TOTALS

200-300 5 5 0 0 2 12 80 0 0 2 0 82 20 0 0 3 0 23

215-315 7 7 0 0 1 15 102 0 0 2 1 105 17 0 0 2 0 19

230-330 7 9 0 0 1 17 129 0 0 6 1 136 23 0 0 1 0 24

245-345 10 8 0 1 0 19 134 1 0 6 2 143 31 2 0 0 0 33

300-400 14 7 1 2 1 25 145 2 0 5 4 156 32 4 0 0 0 36

315-415 15 5 1 4 2 27 133 3 0 5 4 145 38 6 0 1 1 46

330-430 16 3 1 7 3 30 102 5 0 2 4 113 42 8 0 1 1 52

345-445 16 2 2 8 4 32 98 5 0 3 3 109 38 9 0 1 2 50

400-500 18 2 1 8 3 32 91 5 0 4 1 101 38 7 0 1 2 48

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 2 0 0 0 1 3 48 1 0 23 0 72 3 1 0 1 0 5

615-630 0 2 0 4 0 6 31 1 3 10 0 45 5 0 0 1 0 6

630-645 3 3 0 0 0 6 58 2 0 29 1 90 15 0 0 2 1 18

645-700 2 3 0 0 0 5 85 5 0 25 2 117 10 2 0 0 3 15

700-715 5 2 0 0 1 8 118 11 0 29 5 163 12 0 0 1 0 13

715-730 1 3 0 0 0 4 90 9 1 23 3 126 12 1 0 0 1 14

730-745 3 2 0 1 1 7 116 14 0 22 7 159 17 3 0 0 0 20

745-800 4 0 0 0 0 4 101 10 1 31 4 147 15 1 0 0 0 16

800-815 5 0 1 2 0 8 75 13 0 35 6 129 11 1 0 0 0 12

815-830 5 0 1 0 0 6 81 16 0 30 7 134 8 0 0 0 0 8

830-845 8 1 0 1 2 12 71 16 0 36 7 130 11 2 0 0 1 14

845-900 4 1 0 0 0 5 76 17 0 24 9 126 12 0 0 1 0 13

HOUR TOTALS

600-700 7 8 0 4 1 20 222 9 3 87 3 324 33 3 0 4 4 44

615-715 10 10 0 4 1 25 292 19 3 93 8 415 42 2 0 4 4 52

630-730 11 11 0 0 1 23 351 27 1 106 11 496 49 3 0 3 5 60

645-745 11 10 0 1 2 24 409 39 1 99 17 565 51 6 0 1 4 62

700-800 13 7 0 1 2 23 425 44 2 105 19 595 56 5 0 1 1 63

715-815 13 5 1 3 1 23 382 46 2 111 20 561 55 6 0 0 1 62

730-830 17 2 2 3 1 25 373 53 1 118 24 569 51 5 0 0 0 56

745-845 22 1 2 3 2 30 328 55 1 132 24 540 45 4 0 0 1 50

800-900 22 2 2 3 2 31 303 62 0 125 29 519 42 3 0 1 1 47

Page 10: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W ANAHEIM STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 18 2 0 0 1 21 23 0 0 1 0 24 39 3 1 2 7 52

215-230 14 2 0 0 2 18 25 0 0 0 0 25 35 0 1 1 0 37

230-245 20 1 0 0 1 22 27 0 0 2 0 29 40 2 0 0 0 42

245-300 19 3 0 2 0 24 23 1 0 1 0 25 39 0 0 2 1 42

300-315 18 2 0 0 0 20 40 0 0 0 0 40 54 0 0 1 0 55

315-330 17 0 1 0 0 18 45 2 0 2 0 49 52 0 1 2 1 56

330-345 16 3 0 1 0 20 40 0 0 0 0 40 42 0 1 2 1 46

345-400 17 1 0 2 1 21 38 0 0 1 0 39 44 1 0 2 0 47

400-415 17 2 0 0 0 19 41 0 0 2 0 43 41 2 0 0 0 43

415-430 21 0 0 2 0 23 30 1 0 1 0 32 44 4 0 1 0 49

430-445 12 0 0 0 0 12 54 1 0 1 0 56 59 1 0 0 0 60

445-500 19 2 0 0 0 21 44 0 0 0 0 44 55 4 0 0 0 59

500-515 30 0 0 1 0 31 45 2 0 2 0 49 56 2 0 1 0 59

515-530 11 0 0 2 1 14 35 0 0 0 0 35 42 1 0 6 1 50

530-545 12 2 0 0 1 15 34 0 0 0 0 34 47 2 0 1 0 50

545-600 15 1 1 0 0 17 41 1 0 0 0 42 29 0 0 2 0 31

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 34 1 0 4 1 40 150 19 4 32 5 210 5 2 0 1 0 8

215-230 33 0 0 1 1 35 121 20 1 22 3 167 1 0 0 1 0 2

230-245 33 4 0 2 0 39 145 12 0 27 4 188 5 0 0 0 0 5

245-300 50 2 0 0 1 53 128 33 3 24 2 190 4 0 0 1 0 5

300-315 38 2 1 1 0 42 124 24 1 26 3 178 7 0 0 0 0 7

315-330 39 2 1 2 1 45 123 16 3 23 3 168 8 2 0 1 0 11

330-345 26 0 1 4 0 31 137 15 2 15 1 170 3 0 0 3 0 6

345-400 39 1 0 4 0 44 138 18 2 21 1 180 4 0 0 1 0 5

400-415 36 0 0 3 1 40 170 16 2 19 2 209 4 1 0 1 0 6

415-430 29 3 0 0 1 33 140 21 3 21 4 189 7 0 0 1 0 8

430-445 36 3 0 1 0 40 145 18 2 22 3 190 5 1 0 2 0 8

445-500 27 2 0 0 0 29 129 20 0 17 2 168 3 1 0 1 0 5

500-515 40 3 0 0 0 43 142 19 0 15 1 177 3 1 0 2 0 6

515-530 42 1 0 2 0 45 131 10 2 15 0 158 1 0 0 0 0 1

530-545 34 0 0 2 0 36 102 11 2 13 2 130 6 0 0 1 0 7

545-600 32 2 0 0 0 34 96 11 0 7 0 114 2 1 0 0 0 3

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 6 0 0 2 0 8 23 2 2 1 1 29 6 4 2 4 1 17

215-230 1 0 0 3 0 4 24 1 0 1 0 26 5 1 2 2 0 10

230-245 11 0 0 3 0 14 35 1 0 5 0 41 12 1 2 0 1 16

245-300 5 0 2 1 0 8 27 0 3 5 1 36 11 0 2 0 1 14

300-315 1 1 0 0 0 2 39 1 0 0 0 40 6 0 2 0 0 8

315-330 5 0 1 1 0 7 22 0 1 2 2 27 10 0 2 1 1 14

330-345 11 1 0 0 0 12 43 1 0 0 0 44 9 0 2 0 0 11

345-400 8 2 0 2 0 12 28 2 0 1 2 33 8 0 2 0 0 10

400-415 3 0 1 1 0 5 31 2 2 1 0 36 3 0 2 0 0 5

415-430 8 1 0 1 0 10 39 6 1 2 0 48 9 1 2 0 0 12

430-445 16 1 0 1 0 18 68 3 0 3 0 74 8 1 2 1 0 12

445-500 14 5 0 3 0 22 35 1 0 2 2 40 7 0 2 0 1 10

500-515 14 1 0 1 0 16 87 1 0 2 0 90 13 1 3 0 0 17

515-530 24 2 1 2 0 29 97 1 0 0 0 98 11 0 3 3 0 17

530-545 6 0 1 0 0 7 52 0 2 0 0 54 8 0 3 0 0 11

545-600 4 1 0 0 0 5 13 0 0 1 1 15 3 0 3 0 0 6

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 5 3 0 5 1 14 129 35 5 33 11 213 26 2 0 1 0 29

215-230 5 0 0 2 0 7 111 17 3 31 8 170 22 1 0 0 0 23

230-245 14 0 0 4 1 19 133 21 4 33 8 199 13 2 0 2 1 18

245-300 6 0 0 2 1 9 150 16 4 22 12 204 15 3 0 1 0 19

300-315 2 2 0 0 0 4 144 23 4 30 7 208 14 1 0 0 1 16

315-330 5 2 0 1 0 8 146 18 4 21 6 195 20 2 0 0 1 23

330-345 10 1 0 0 1 12 189 21 2 18 7 237 30 1 0 0 1 32

345-400 8 2 1 2 0 13 157 13 2 15 4 191 25 3 0 1 2 31

400-415 2 1 1 0 0 4 192 20 5 23 3 243 20 1 0 1 2 24

415-430 3 0 1 3 2 9 230 13 3 18 7 271 18 5 0 0 0 23

430-445 14 0 1 0 0 15 239 16 5 16 3 279 20 1 0 1 0 22

445-500 16 4 1 2 0 23 218 10 5 18 5 256 20 1 0 0 1 22

500-515 13 0 1 0 0 14 276 13 4 16 4 313 29 1 0 1 0 31

515-530 18 2 2 0 1 23 224 17 4 18 1 264 18 3 0 1 0 22

530-545 13 0 2 1 0 16 249 13 4 19 4 289 22 2 0 1 0 25

545-600 4 0 1 1 0 6 168 8 6 17 2 201 18 2 0 0 0 20

Page 11: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET RAMP/O STREET

E/W PACIFIC COAST HIGHWAY

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 30 2 0 2 0 34 0 0 0 0 0 0 16 2 0 3 0 21

615-630 42 0 0 1 0 43 0 0 0 0 0 0 14 0 0 2 2 18

630-645 49 3 1 0 1 54 0 0 0 0 0 0 19 2 1 3 0 25

645-700 29 3 0 0 0 32 0 0 0 0 0 0 23 0 1 1 3 28

700-715 34 4 1 1 1 41 0 0 0 0 0 0 19 1 1 0 2 23

715-730 49 6 0 3 0 58 0 0 0 0 0 0 17 2 0 3 2 24

730-745 65 1 0 3 1 70 0 0 0 0 0 0 20 2 1 2 0 25

745-800 69 1 2 2 0 74 0 0 0 0 0 0 19 5 1 3 1 29

800-815 38 1 1 2 2 44 0 0 0 0 0 0 26 1 0 4 2 33

815-830 36 0 0 3 2 41 0 0 0 0 0 0 19 5 2 3 2 31

830-845 30 3 0 3 1 37 0 0 0 0 0 0 11 3 1 3 2 20

845-900 31 2 1 3 1 38 0 0 0 0 0 0 21 3 3 3 2 32

HOUR TOTALS

600-700 150 8 1 3 1 163 0 0 0 0 0 0 72 4 2 9 5 92

615-715 154 10 2 2 2 170 0 0 0 0 0 0 75 3 3 6 7 94

630-730 161 16 2 4 2 185 0 0 0 0 0 0 78 5 3 7 7 100

645-745 177 14 1 7 2 201 0 0 0 0 0 0 79 5 3 6 7 100

700-800 217 12 3 9 2 243 0 0 0 0 0 0 75 10 3 8 5 101

715-815 221 9 3 10 3 246 0 0 0 0 0 0 82 10 2 12 5 111

730-830 208 3 3 10 5 229 0 0 0 0 0 0 84 13 4 12 5 118

745-845 173 5 3 10 5 196 0 0 0 0 0 0 75 14 4 13 7 113

800-900 135 6 2 11 6 160 0 0 0 0 0 0 77 12 6 13 8 116

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 12 1 0 2 1 16 130 1 0 2 2 135 0 0 0 0 0 0

615-630 19 2 0 2 0 23 165 0 1 1 1 168 0 0 0 0 0 0

630-645 13 3 0 0 1 17 165 1 0 2 3 171 0 0 0 0 0 0

645-700 17 3 1 1 1 23 205 2 0 2 2 211 0 0 0 0 0 0

700-715 21 2 1 1 2 27 221 7 1 2 9 240 0 0 0 0 0 0

715-730 14 3 1 3 0 21 222 2 0 1 5 230 0 0 0 0 0 0

730-745 29 3 0 4 2 38 205 5 1 3 6 220 0 0 0 0 0 0

745-800 23 4 2 5 1 35 204 3 1 6 1 215 0 0 0 0 0 0

800-815 27 5 0 3 6 41 193 2 0 4 5 204 0 0 0 0 0 0

815-830 14 5 0 1 1 21 190 8 1 5 4 208 0 0 0 0 0 0

830-845 14 3 1 1 2 21 184 7 2 8 6 207 0 0 0 0 0 0

845-900 17 7 1 7 2 34 151 4 0 10 8 173 0 0 0 0 0 0

HOUR TOTALS

600-700 61 9 1 5 3 79 665 4 1 7 8 685 0 0 0 0 0 0

615-715 70 10 2 4 4 90 756 10 2 7 15 790 0 0 0 0 0 0

630-730 65 11 3 5 4 88 813 12 1 7 19 852 0 0 0 0 0 0

645-745 81 11 3 9 5 109 853 16 2 8 22 901 0 0 0 0 0 0

700-800 87 12 4 13 5 121 852 17 3 12 21 905 0 0 0 0 0 0

715-815 93 15 3 15 9 135 824 12 2 14 17 869 0 0 0 0 0 0

730-830 93 17 2 13 10 135 792 18 3 18 16 847 0 0 0 0 0 0

745-845 78 17 3 10 10 118 771 20 4 23 16 834 0 0 0 0 0 0

800-900 72 20 2 12 11 117 718 21 3 27 23 792 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

200-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 102 2 0 3 0 107 20 0 0 2 0 22

615-630 0 0 0 0 0 0 142 1 1 2 0 146 36 1 0 0 0 37

630-645 0 0 0 0 0 0 152 1 0 4 1 158 28 2 0 2 0 32

645-700 0 0 0 0 0 0 152 0 2 3 2 159 32 1 0 0 0 33

700-715 0 0 0 0 0 0 165 5 0 10 3 183 41 3 1 0 2 47

715-730 0 0 0 0 0 0 197 1 1 4 1 204 51 2 2 2 0 57

730-745 0 0 0 0 0 0 188 3 0 4 8 203 61 1 1 1 3 67

745-800 0 0 0 0 0 0 209 5 1 7 3 225 66 2 1 5 3 77

800-815 0 0 0 0 0 0 188 3 3 2 1 197 47 2 1 3 1 54

815-830 0 0 0 0 0 0 171 4 0 6 8 189 36 0 0 2 2 40

830-845 0 0 0 0 0 0 156 5 2 5 7 175 47 3 2 2 0 54

845-900 0 0 0 0 0 0 155 11 4 11 10 191 29 3 1 0 2 35

HOUR TOTALS

600-700 0 0 0 0 0 0 548 4 3 12 3 570 116 4 0 4 0 124

615-715 0 0 0 0 0 0 611 7 3 19 6 646 137 7 1 2 2 149

630-730 0 0 0 0 0 0 666 7 3 21 7 704 152 8 3 4 2 169

645-745 0 0 0 0 0 0 702 9 3 21 14 749 185 7 4 3 5 204

700-800 0 0 0 0 0 0 759 14 2 25 15 815 219 8 5 8 8 248

715-815 0 0 0 0 0 0 782 12 5 17 13 829 225 7 5 11 7 255

730-830 0 0 0 0 0 0 756 15 4 19 20 814 210 5 3 11 9 238

745-845 0 0 0 0 0 0 724 17 6 20 19 786 196 7 4 12 6 225

800-900 0 0 0 0 0 0 670 23 9 24 26 752 159 8 4 7 5 183

Page 12: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET RAMP/O STREET

E/W PACIFIC COAST HIGHWAY

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 50 1 1 2 1 55 0 0 0 0 0 0 14 5 0 5 1 25

215-230 35 4 2 3 1 45 0 0 0 0 0 0 9 6 0 1 1 17

230-245 34 1 1 6 2 44 0 0 0 0 0 0 10 5 0 3 1 19

245-300 49 4 1 4 2 60 0 0 0 0 0 0 12 0 0 3 4 19

300-315 49 2 2 8 3 64 0 0 0 0 0 0 12 6 1 3 2 24

315-330 41 4 1 1 0 47 0 0 0 0 0 0 15 3 0 4 3 25

330-345 60 3 2 6 1 72 0 0 0 0 0 0 12 4 1 2 3 22

345-400 80 7 2 3 0 92 0 0 0 0 0 0 7 3 0 2 0 12

400-415 59 3 2 1 1 66 0 0 0 0 0 0 15 5 0 3 3 26

415-430 39 2 2 7 1 51 0 0 0 0 0 0 20 6 0 6 2 34

430-445 69 1 2 3 0 75 0 0 0 0 0 0 18 1 0 0 1 20

445-500 94 2 1 2 0 99 0 0 0 0 0 0 30 3 2 7 1 43

500-515 102 2 2 4 3 113 0 0 0 0 0 0 17 6 0 4 4 31

515-530 72 1 1 3 1 78 0 0 0 0 0 0 18 6 0 1 0 25

530-545 49 2 1 1 1 54 0 0 0 0 0 0 18 3 2 5 3 31

545-600 52 1 1 1 0 55 0 0 0 0 0 0 15 1 0 2 0 18

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 17 7 2 4 1 0 156 8 1 7 6 178 0 0 0 0 0 0

215-230 15 5 2 5 1 0 152 4 1 12 7 176 0 0 0 0 0 0

230-245 19 4 2 6 6 0 145 6 1 11 4 167 0 0 0 0 0 0

245-300 25 10 1 7 0 0 171 5 1 3 3 183 0 0 0 0 0 0

300-315 35 8 1 6 3 0 144 5 5 5 2 161 0 0 0 0 0 0

315-330 29 6 1 3 1 0 147 4 4 5 5 165 0 0 0 0 0 0

330-345 18 1 1 9 3 0 176 7 5 9 4 201 0 0 0 0 0 0

345-400 17 6 2 7 0 0 202 4 1 6 3 216 0 0 0 0 0 0

400-415 26 10 1 4 3 0 188 10 4 6 6 214 0 0 0 0 0 0

415-430 35 10 1 6 0 0 175 8 2 15 6 206 0 0 0 0 0 0

430-445 65 11 1 3 1 0 198 6 5 1 2 212 0 0 0 0 0 0

445-500 35 10 1 3 3 0 228 2 2 4 3 239 0 0 0 0 0 0

500-515 30 2 1 3 0 0 176 2 1 15 1 195 0 0 0 0 0 0

515-530 32 5 1 6 1 0 218 3 3 4 3 231 0 0 0 0 0 0

530-545 45 2 1 3 0 0 201 0 1 4 1 207 0 0 0 0 0 0

545-600 35 3 1 1 0 0 193 2 1 1 3 200 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 139 6 2 5 2 154 43 3 0 3 4 53

215-230 0 0 0 0 0 0 141 3 2 3 8 157 34 2 0 1 6 43

230-245 0 0 0 0 0 0 163 5 5 7 5 185 37 3 0 8 4 52

245-300 0 0 0 0 0 0 159 0 1 4 1 165 49 5 0 3 1 58

300-315 0 0 0 0 0 0 124 2 2 5 3 136 38 0 1 1 1 41

315-330 0 0 0 0 0 0 142 2 0 7 9 160 47 1 0 1 3 52

330-345 0 0 0 0 0 0 174 6 2 4 3 189 47 1 0 0 0 48

345-400 0 0 0 0 0 0 146 2 0 2 2 152 58 0 1 0 3 62

400-415 0 0 0 0 0 0 178 0 0 4 1 183 41 0 0 0 1 42

415-430 0 0 0 0 0 0 167 3 0 4 3 177 49 2 1 0 2 54

430-445 0 0 0 0 0 0 159 1 0 3 7 170 55 1 0 0 0 56

445-500 0 0 0 0 0 0 184 2 2 9 1 198 64 1 0 0 1 66

500-515 0 0 0 0 0 0 189 0 0 4 2 195 84 2 0 0 2 88

515-530 0 0 0 0 0 0 178 0 0 1 2 181 50 2 0 2 0 54

530-545 0 0 0 0 0 0 137 7 1 5 2 152 40 1 0 2 0 43

545-600 0 0 0 0 0 0 72 2 0 1 1 76 44 1 0 2 1 48

Page 13: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W O STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 57 2 0 5 0 64 24 2 0 3 0 29

615-630 0 0 0 0 0 0 93 3 0 11 0 107 38 0 1 2 0 41

630-645 0 0 0 0 0 0 90 4 1 12 1 108 42 1 0 0 0 43

645-700 0 0 0 0 0 0 93 10 1 14 0 118 56 2 2 2 0 62

700-715 0 0 0 0 0 0 90 11 0 15 1 117 58 0 0 2 0 60

715-730 0 0 0 0 0 0 86 19 2 22 0 129 70 4 1 3 0 78

730-745 0 0 0 0 0 0 99 19 2 21 1 142 60 4 0 3 0 67

745-800 0 0 0 0 0 0 118 22 0 20 0 160 85 1 3 3 0 92

800-815 0 0 0 0 0 0 84 14 7 21 1 127 48 2 0 2 1 53

815-830 0 0 0 0 0 0 60 21 4 17 1 103 44 1 4 4 2 55

830-845 0 0 0 0 0 0 52 18 6 33 1 110 37 3 1 3 1 45

845-900 0 0 0 0 0 0 62 17 7 22 2 110 43 1 3 7 0 54

HOUR TOTALS

600-700 0 0 0 0 0 0 333 19 2 42 1 397 160 5 3 7 0 175

615-715 0 0 0 0 0 0 366 28 2 52 2 450 194 3 3 6 0 206

630-730 0 0 0 0 0 0 359 44 4 63 2 472 226 7 3 7 0 243

645-745 0 0 0 0 0 0 368 59 5 72 2 506 244 10 3 10 0 267

700-800 0 0 0 0 0 0 393 71 4 78 2 548 273 9 4 11 0 297

715-815 0 0 0 0 0 0 387 74 11 84 2 558 263 11 4 11 1 290

730-830 0 0 0 0 0 0 361 76 13 79 3 532 237 8 7 12 3 267

745-845 0 0 0 0 0 0 314 75 17 91 3 500 214 7 8 12 4 245

800-900 0 0 0 0 0 0 258 70 24 93 5 450 172 7 8 16 4 207

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 24 0 0 2 0 26 0 0 0 0 0 0 4 1 0 1 1 7

615-630 45 1 0 4 0 50 0 0 0 0 0 0 7 2 0 0 0 9

630-645 31 0 0 3 0 34 0 0 0 0 0 0 11 4 0 0 0 15

645-700 40 0 1 0 0 41 0 0 0 0 0 0 14 6 0 0 0 20

700-715 43 1 1 1 2 48 0 0 0 0 0 0 15 4 1 0 0 20

715-730 47 3 2 3 1 56 0 0 0 0 0 0 15 6 0 1 0 22

730-745 78 1 1 5 1 86 0 0 0 0 0 0 17 1 1 2 1 22

745-800 77 0 2 9 1 89 0 0 0 0 0 0 8 4 0 0 1 13

800-815 49 2 0 4 0 55 0 0 0 0 0 0 17 6 0 3 2 28

815-830 43 0 0 2 1 46 0 0 0 0 0 0 8 6 0 1 0 15

830-845 52 3 3 3 1 62 0 0 0 0 0 0 13 4 1 1 1 20

845-900 38 2 1 3 1 45 0 0 0 0 0 0 9 5 0 1 1 16

HOUR TOTALS

600-700 140 1 1 9 0 151 0 0 0 0 0 0 36 13 0 1 1 51

615-715 159 2 2 8 2 173 0 0 0 0 0 0 47 16 1 0 0 64

630-730 161 4 4 7 3 179 0 0 0 0 0 0 55 20 1 1 0 77

645-745 208 5 5 9 4 231 0 0 0 0 0 0 61 17 2 3 1 84

700-800 245 5 6 18 5 279 0 0 0 0 0 0 55 15 2 3 2 77

715-815 251 6 5 21 3 286 0 0 0 0 0 0 57 17 1 6 4 85

730-830 247 3 3 20 3 276 0 0 0 0 0 0 50 17 1 6 4 78

745-845 221 5 5 18 3 252 0 0 0 0 0 0 46 20 1 5 4 76

800-900 182 7 4 12 3 208 0 0 0 0 0 0 47 21 1 6 4 79

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 22 2 0 2 0 26 13 1 0 2 2 18 0 0 0 0 0 0

215-230 18 0 0 1 2 21 19 1 0 3 7 30 0 0 0 0 0 0

230-245 8 2 0 1 3 14 31 6 0 13 11 61 0 0 0 0 0 0

245-300 6 2 0 0 1 9 19 7 1 9 9 45 0 0 0 0 0 0

300-315 6 1 0 0 3 10 18 11 0 8 2 39 0 0 0 0 0 0

315-330 11 6 0 3 1 21 34 16 1 12 2 65 0 0 0 0 0 0

330-345 6 0 0 1 1 8 35 21 1 16 7 80 0 0 0 0 0 0

345-400 6 3 0 2 1 12 42 19 1 16 9 87 0 0 0 0 0 0

400-415 10 1 0 5 2 18 28 10 0 20 8 66 0 0 0 0 0 0

415-430 7 3 0 1 2 13 25 15 1 13 5 59 0 0 0 0 0 0

430-445 11 4 0 2 2 19 28 17 0 26 5 76 0 0 0 0 0 0

445-500 11 3 0 1 3 18 26 20 1 13 2 62 0 0 0 0 0 0

HOUR TOTALS

200-300 54 6 0 4 6 70 82 15 1 27 29 154 0 0 0 0 0 0

215-315 38 5 0 2 9 54 87 25 1 33 29 175 0 0 0 0 0 0

230-330 31 11 0 4 8 54 102 40 2 42 24 210 0 0 0 0 0 0

245-345 29 9 0 4 6 48 106 55 3 45 20 229 0 0 0 0 0 0

300-400 29 10 0 6 6 51 129 67 3 52 20 271 0 0 0 0 0 0

315-415 33 10 0 11 5 59 139 66 3 64 26 298 0 0 0 0 0 0

330-430 29 7 0 9 6 51 130 65 3 65 29 292 0 0 0 0 0 0

345-445 34 11 0 10 7 62 123 61 2 75 27 288 0 0 0 0 0 0

400-500 39 11 0 9 9 68 107 62 2 72 20 263 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 14: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W O STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 41 12 4 28 3 88 38 0 0 2 0 40

215-230 0 0 0 0 0 0 50 15 5 25 1 96 32 3 0 4 3 42

230-245 0 0 0 0 0 0 47 16 3 36 3 105 36 0 0 5 0 41

245-300 0 0 0 0 0 0 50 13 9 38 0 110 37 1 0 4 2 44

300-315 0 0 0 0 0 0 40 12 8 35 1 96 39 2 1 7 0 49

315-330 0 0 0 0 0 0 52 15 5 43 0 115 45 2 0 5 0 52

330-345 0 0 0 0 0 0 81 24 6 39 2 152 59 0 1 2 2 64

345-400 0 0 0 0 0 0 76 14 4 38 1 133 58 2 0 3 0 63

400-415 0 0 0 0 0 0 76 13 2 41 0 132 49 1 0 2 1 53

415-430 0 0 0 0 0 0 86 14 5 45 1 151 48 2 0 5 0 55

430-445 0 0 0 0 0 0 124 15 3 40 0 182 67 1 0 5 1 74

445-500 0 0 0 0 0 0 66 9 1 32 0 108 66 4 0 5 0 75

500-515 0 0 0 0 0 0 99 11 2 37 3 152 83 0 0 5 0 88

515-530 0 0 0 0 0 0 80 8 2 35 1 126 71 2 0 4 1 78

530-545 0 0 0 0 0 0 95 13 1 43 0 152 57 1 0 3 0 61

545-600 0 0 0 0 0 0 49 15 1 30 0 95 52 2 0 0 0 54

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 44 7 1 5 2 59 0 0 0 0 0 0 9 4 1 3 4 21

215-230 43 2 0 5 3 53 0 0 0 0 0 0 10 4 1 6 2 23

230-245 50 4 2 7 2 65 0 0 0 0 0 0 15 5 0 8 1 29

245-300 56 5 1 7 1 70 0 0 0 0 0 0 15 8 0 3 2 28

300-315 62 2 2 6 1 73 0 0 0 0 0 0 11 7 0 2 5 25

315-330 52 3 0 3 2 60 0 0 0 0 0 0 16 3 0 1 2 22

330-345 55 1 1 7 1 65 0 0 0 0 0 0 12 5 0 3 0 20

345-400 54 0 2 7 0 63 0 0 0 0 0 0 14 2 1 1 1 19

400-415 64 3 1 4 0 72 0 0 0 0 0 0 13 7 1 1 0 22

415-430 61 0 0 2 0 63 0 0 0 0 0 0 18 12 0 4 1 35

430-445 119 3 0 3 0 125 0 0 0 0 0 0 15 14 0 2 1 32

445-500 62 3 1 1 2 69 0 0 0 0 0 0 17 4 2 1 0 24

500-515 114 2 0 3 0 119 0 0 0 0 0 0 11 6 0 4 2 23

515-530 80 0 0 3 1 84 0 0 0 0 0 0 4 6 0 3 1 14

530-545 93 2 1 2 0 98 0 0 0 0 0 0 9 1 0 2 0 12

545-600 50 1 1 1 0 53 0 0 0 0 0 0 9 2 1 1 0 13

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 23 7 0 4 2 36 38 26 2 28 6 100 0 0 0 0 0 0

215-230 18 7 2 4 1 32 55 24 1 32 5 117 0 0 0 0 0 0

230-245 14 5 0 2 1 22 71 23 4 29 13 140 0 0 0 0 0 0

245-300 16 2 1 2 0 21 59 19 3 41 7 129 0 0 0 0 0 0

300-315 20 6 2 3 3 34 64 26 2 31 2 125 0 0 0 0 0 0

315-330 17 6 1 4 4 32 58 28 0 30 5 121 0 0 0 0 0 0

330-345 25 7 0 3 1 36 63 23 0 23 7 116 0 0 0 0 0 0

345-400 27 7 2 3 3 42 82 36 1 21 4 144 0 0 0 0 0 0

400-415 16 5 3 0 0 24 54 25 2 31 3 115 0 0 0 0 0 0

415-430 17 3 2 3 0 25 82 20 0 22 3 127 0 0 0 0 0 0

430-445 22 2 1 1 0 26 115 31 1 19 9 175 0 0 0 0 0 0

445-500 40 6 1 4 0 51 68 17 1 17 8 111 0 0 0 0 0 0

500-515 46 2 0 3 3 54 83 16 1 9 9 118 0 0 0 0 0 0

515-530 11 5 1 2 0 19 95 12 0 11 9 127 0 0 0 0 0 0

530-545 14 4 0 0 1 19 74 9 1 11 5 100 0 0 0 0 0 0

545-600 3 0 1 1 0 5 57 10 0 14 9 90 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 15: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W SEPULVEDA BOULEVARD (RAMP)

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 84 0 0 2 6 92 31 8 0 6 3 48

615-630 0 0 0 0 0 0 93 1 0 4 8 106 36 9 1 6 4 56

630-645 0 0 0 0 0 0 137 4 0 6 5 152 37 12 0 5 6 60

645-700 0 0 0 0 0 0 118 9 2 8 10 147 35 10 0 6 6 57

700-715 0 0 0 0 0 0 121 10 0 13 11 155 39 10 0 9 1 59

715-730 0 0 0 0 0 0 161 16 0 19 15 211 42 13 0 6 3 64

730-745 0 0 0 0 0 0 151 15 1 15 9 191 48 11 0 6 9 74

745-800 0 0 0 0 0 0 127 15 0 11 9 162 41 14 0 5 3 63

800-815 0 0 0 0 0 0 129 10 3 14 9 165 37 10 0 2 0 49

815-830 0 0 0 0 0 0 93 19 2 19 12 145 20 13 0 2 2 37

830-845 0 0 0 0 0 0 95 19 1 16 9 140 20 10 1 0 5 36

845-900 0 0 0 0 0 0 96 10 5 12 12 135 20 9 1 4 5 39

HOUR TOTALS

600-700 0 0 0 0 0 0 432 14 2 20 29 497 139 39 1 23 19 221

615-715 0 0 0 0 0 0 469 24 2 31 34 560 147 41 1 26 17 232

630-730 0 0 0 0 0 0 537 39 2 46 41 665 153 45 0 26 16 240

645-745 0 0 0 0 0 0 551 50 3 55 45 704 164 44 0 27 19 254

700-800 0 0 0 0 0 0 560 56 1 58 44 719 170 48 0 26 16 260

715-815 0 0 0 0 0 0 568 56 4 59 42 729 168 48 0 19 15 250

730-830 0 0 0 0 0 0 500 59 6 59 39 663 146 48 0 15 14 223

745-845 0 0 0 0 0 0 444 63 6 60 39 612 118 47 1 9 10 185

800-900 0 0 0 0 0 0 413 58 11 61 42 585 97 42 2 8 12 161

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 26 6 0 12 1 45 0 0 0 0 0 0 3 5 0 0 0 8

615-630 24 4 0 10 1 39 0 0 0 0 0 0 4 3 0 0 0 7

630-645 24 2 0 20 2 48 0 0 0 0 0 0 4 4 1 0 0 9

645-700 20 0 0 9 6 35 0 0 0 0 0 0 5 1 1 0 0 7

700-715 28 6 0 10 2 46 0 0 0 0 0 0 1 3 0 0 0 4

715-730 26 3 1 11 2 43 0 0 0 0 0 0 3 5 0 2 1 11

730-745 30 4 0 11 5 50 0 0 0 0 0 0 3 2 3 0 0 8

745-800 42 2 0 7 2 53 0 0 0 0 0 0 5 2 0 2 0 9

800-815 27 7 0 11 3 48 0 0 0 0 0 0 7 4 2 3 1 17

815-830 32 5 1 16 2 56 0 0 0 0 0 0 3 2 1 1 0 7

830-845 27 4 0 14 6 51 0 0 0 0 0 0 4 3 0 3 2 12

845-900 23 3 0 8 3 37 0 0 0 0 0 0 0 6 1 3 0 10

HOUR TOTALS

600-700 94 12 0 51 10 167 0 0 0 0 0 0 16 13 2 0 0 31

615-715 96 12 0 49 11 168 0 0 0 0 0 0 14 11 2 0 0 27

630-730 98 11 1 50 12 172 0 0 0 0 0 0 13 13 2 2 1 31

645-745 104 13 1 41 15 174 0 0 0 0 0 0 12 11 4 2 1 30

700-800 126 15 1 39 11 192 0 0 0 0 0 0 12 12 3 4 1 32

715-815 125 16 1 40 12 194 0 0 0 0 0 0 18 13 5 7 2 45

730-830 131 18 1 45 12 207 0 0 0 0 0 0 18 10 6 6 1 41

745-845 128 18 1 48 13 208 0 0 0 0 0 0 19 11 3 9 3 45

800-900 109 19 1 49 14 192 0 0 0 0 0 0 14 15 4 10 3 46

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 3 2 0 5 1 11 49 1 0 3 4 57 0 0 0 0 0 0

615-630 4 3 0 6 3 16 52 1 0 6 5 64 0 0 0 0 0 0

630-645 9 2 0 7 3 21 70 4 0 14 8 96 0 0 0 0 0 0

645-700 4 11 0 5 3 23 73 4 1 10 6 94 0 0 0 0 0 0

700-715 5 9 0 5 2 21 87 2 0 9 3 101 0 0 0 0 0 0

715-730 8 8 0 6 1 23 99 3 0 9 3 114 0 0 0 0 0 0

730-745 5 13 0 8 0 26 112 4 1 15 8 140 0 0 0 0 0 0

745-800 3 18 0 2 4 27 115 3 3 14 10 145 0 0 0 0 0 0

800-815 6 7 0 4 1 18 97 3 1 18 7 126 0 0 0 0 0 0

815-830 2 10 0 6 2 20 76 5 1 10 5 97 0 0 0 0 0 0

830-845 4 15 0 7 1 27 68 4 0 15 5 92 0 0 0 0 0 0

845-900 3 11 0 4 0 18 58 8 3 10 11 90 0 0 0 0 0 0

HOUR TOTALS

600-700 20 18 0 23 10 71 244 10 1 33 23 311 0 0 0 0 0 0

615-715 22 25 0 23 11 81 282 11 1 39 22 355 0 0 0 0 0 0

630-730 26 30 0 23 9 88 329 13 1 42 20 405 0 0 0 0 0 0

645-745 22 41 0 24 6 93 371 13 2 43 20 449 0 0 0 0 0 0

700-800 21 48 0 21 7 97 413 12 4 47 24 500 0 0 0 0 0 0

715-815 22 46 0 20 6 94 423 13 5 56 28 525 0 0 0 0 0 0

730-830 16 48 0 20 7 91 400 15 6 57 30 508 0 0 0 0 0 0

745-845 15 50 0 19 8 92 356 15 5 57 27 460 0 0 0 0 0 0

800-900 15 43 0 21 4 83 299 20 5 53 28 405 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 16: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTECAXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W SEPULVEDA BOULEVARD (RAMP)

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 83 6 6 2 4 101 18 4 0 2 4 28

215-230 0 0 0 0 0 0 82 9 1 2 6 100 17 9 0 2 4 32

230-245 0 0 0 0 0 0 107 7 2 2 5 123 17 10 0 2 1 30

245-300 0 0 0 0 0 0 94 12 5 1 6 118 19 5 0 1 3 28

300-315 0 0 0 0 0 0 95 16 2 2 2 117 16 4 0 2 3 25

315-330 0 0 0 0 0 0 113 10 0 3 1 127 12 3 0 3 5 23

330-345 0 0 0 0 0 0 102 16 2 2 3 125 30 6 0 2 3 41

345-400 0 0 0 0 0 0 150 10 1 3 6 170 37 5 0 3 2 47

400-415 0 0 0 0 0 0 121 9 1 3 7 141 47 6 0 3 5 61

415-430 0 0 0 0 0 0 122 8 2 1 1 134 35 8 0 1 2 46

430-445 0 0 0 0 0 0 124 17 1 1 8 151 43 5 0 1 3 52

445-500 0 0 0 0 0 0 155 17 0 4 8 184 26 7 0 4 3 40

500-515 0 0 0 0 0 0 165 10 0 3 5 183 30 9 0 3 2 44

515-530 0 0 0 0 0 0 149 11 0 3 9 172 20 5 0 3 2 30

530-545 0 0 0 0 0 0 104 5 0 2 5 116 31 2 0 2 1 36

545-600 0 0 0 0 0 0 99 7 1 0 7 114 30 6 0 0 1 37

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 30 14 2 9 3 58 0 0 0 0 0 0 3 6 0 12 1 22

215-230 21 13 0 5 2 41 0 0 0 0 0 0 1 4 0 7 1 13

230-245 23 11 0 5 6 45 0 0 0 0 0 0 4 10 0 12 0 26

245-300 31 12 1 15 1 60 0 0 0 0 0 0 2 6 2 7 2 19

300-315 32 14 1 7 5 59 0 0 0 0 0 0 3 3 1 6 2 15

315-330 30 14 0 4 2 50 0 0 0 0 0 0 6 2 0 7 1 16

330-345 31 14 0 6 5 56 0 0 0 0 0 0 4 6 0 2 0 12

345-400 35 10 0 8 2 55 0 0 0 0 0 0 4 9 0 5 1 19

400-415 26 20 1 4 3 54 0 0 0 0 0 0 16 6 0 3 1 26

415-430 49 11 1 9 1 71 0 0 0 0 0 0 14 5 1 7 1 28

430-445 73 16 0 8 2 99 0 0 0 0 0 0 8 0 1 7 1 17

445-500 60 11 0 9 2 82 0 0 0 0 0 0 5 2 0 7 2 16

500-515 49 4 0 3 3 59 0 0 0 0 0 0 6 3 0 3 1 13

515-530 39 4 0 13 1 57 0 0 0 0 0 0 10 1 1 4 0 16

530-545 28 2 0 3 2 35 0 0 0 0 0 0 15 1 0 4 1 21

545-600 13 2 0 3 3 21 0 0 0 0 0 0 16 0 0 3 0 19

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 8 12 1 11 0 32 75 18 3 31 4 131 0 0 0 0 0 0

215-230 4 14 1 17 2 38 90 17 0 35 10 152 0 0 0 0 0 0

230-245 7 13 2 22 2 46 100 12 5 30 8 155 0 0 0 0 0 0

245-300 14 7 1 14 1 37 105 17 1 39 6 168 0 0 0 0 0 0

300-315 6 11 0 16 1 34 109 13 2 33 6 163 0 0 0 0 0 0

315-330 4 6 0 14 0 24 128 24 2 27 5 186 0 0 0 0 0 0

330-345 7 6 1 9 1 24 100 11 0 19 6 136 0 0 0 0 0 0

345-400 4 8 0 3 0 15 122 26 1 24 6 179 0 0 0 0 0 0

400-415 6 8 2 5 1 22 131 22 2 31 7 193 0 0 0 0 0 0

415-430 8 6 0 6 1 21 145 14 1 21 1 182 0 0 0 0 0 0

430-445 8 8 0 6 0 22 182 21 0 15 8 226 0 0 0 0 0 0

445-500 5 8 0 6 2 21 153 13 0 25 10 201 0 0 0 0 0 0

500-515 10 4 0 5 0 19 160 11 1 13 8 193 0 0 0 0 0 0

515-530 10 2 0 4 1 17 175 10 1 12 11 209 0 0 0 0 0 0

530-545 8 2 0 2 2 14 180 11 1 15 5 212 0 0 0 0 0 0

545-600 5 2 0 2 3 12 105 8 0 16 6 135 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 17: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 30, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W SEPULVEDA BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 20 5 0 4 4 33 2 0 0 0 0 2 19 8 0 7 4 38

615-630 29 8 0 5 3 45 2 0 0 0 0 2 20 8 0 2 0 30

630-645 19 4 0 10 5 38 3 0 0 0 1 4 24 4 0 5 0 33

645-700 12 7 1 9 8 37 4 0 0 0 0 4 18 14 0 4 2 38

700-715 16 8 0 11 4 39 8 0 0 0 0 8 15 15 0 5 1 36

715-730 20 6 0 0 4 30 8 0 0 0 1 9 25 19 0 8 1 53

730-745 20 2 0 1 4 27 5 0 0 0 0 5 19 23 0 15 0 57

745-800 29 3 0 1 5 38 8 0 0 0 0 8 10 20 0 5 1 36

800-815 20 2 0 2 3 27 6 0 0 0 1 7 13 17 0 6 0 36

815-830 20 5 0 1 4 30 5 0 0 0 0 5 12 20 0 4 1 37

830-845 12 2 0 1 3 18 11 0 0 0 1 12 8 16 3 6 0 33

845-900 9 7 0 1 4 21 6 0 0 0 0 6 5 19 0 6 0 30

HOUR TOTALS

600-700 80 24 1 28 20 153 11 0 0 0 1 12 81 34 0 18 6 139

615-715 76 27 1 35 20 159 17 0 0 0 1 18 77 41 0 16 3 137

630-730 67 25 1 30 21 144 23 0 0 0 2 25 82 52 0 22 4 160

645-745 68 23 1 21 20 133 25 0 0 0 1 26 77 71 0 32 4 184

700-800 85 19 0 13 17 134 29 0 0 0 1 30 69 77 0 33 3 182

715-815 89 13 0 4 16 122 27 0 0 0 2 29 67 79 0 34 2 182

730-830 89 12 0 5 16 122 24 0 0 0 1 25 54 80 0 30 2 166

745-845 81 12 0 5 15 113 30 0 0 0 2 32 43 73 3 21 2 142

800-900 61 16 0 5 14 96 28 0 0 0 2 30 38 72 3 22 1 136

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 15 6 0 14 5 40 59 7 0 12 7 85 1 0 0 0 0 1

615-630 14 5 0 12 0 31 88 0 0 11 0 99 2 0 0 0 0 2

630-645 10 2 1 10 0 23 80 2 0 10 0 92 1 0 0 0 0 1

645-700 16 5 1 6 1 29 92 3 0 12 2 109 2 0 0 0 1 3

700-715 12 1 0 16 1 30 110 3 0 20 0 133 3 0 0 0 0 3

715-730 10 5 1 3 0 19 131 1 0 7 0 139 2 0 0 0 2 4

730-745 15 5 0 3 1 24 167 5 0 5 0 177 1 0 0 0 1 2

745-800 13 1 1 11 0 26 145 3 0 22 1 171 2 0 0 0 0 2

800-815 11 8 2 12 0 33 147 10 0 4 3 164 1 0 0 0 0 1

815-830 18 4 0 14 0 36 100 2 0 5 1 108 2 0 0 0 0 2

830-845 10 5 0 11 10 36 61 9 0 7 1 78 2 0 0 0 0 2

845-900 5 2 0 6 0 13 70 9 0 7 0 86 2 0 0 0 0 2

HOUR TOTALS

600-700 55 18 2 42 6 123 319 12 0 45 9 385 6 0 0 0 1 7

615-715 52 13 2 44 2 113 370 8 0 53 2 433 8 0 0 0 1 9

630-730 48 13 3 35 2 101 413 9 0 49 2 473 8 0 0 0 3 11

645-745 53 16 2 28 3 102 500 12 0 44 2 558 8 0 0 0 4 12

700-800 50 12 2 33 2 99 553 12 0 54 1 620 8 0 0 0 3 11

715-815 49 19 4 29 1 102 590 19 0 38 4 651 6 0 0 0 3 9

730-830 57 18 3 40 1 119 559 20 0 36 5 620 6 0 0 0 1 7

745-845 52 18 3 48 10 131 453 24 0 38 6 521 7 0 0 0 0 7

800-900 44 19 2 43 10 118 378 30 0 23 5 436 7 0 0 0 0 7

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0

630-645 0 0 0 0 2 2 1 0 0 0 0 1 1 0 0 0 0 1

645-700 0 0 0 0 1 1 0 0 0 0 1 1 0 0 0 0 0 0

700-715 0 0 0 0 2 2 0 0 0 0 1 1 0 0 0 0 0 0

715-730 1 0 0 0 3 4 2 0 0 0 2 4 2 0 0 0 1 3

730-745 0 0 0 0 2 2 1 0 0 0 0 1 1 0 0 0 0 1

745-800 1 0 0 0 1 2 1 0 0 0 1 2 2 0 0 0 0 2

800-815 0 0 0 0 2 2 3 0 0 0 1 4 0 0 0 0 0 0

815-830 1 0 0 0 2 3 0 0 0 0 1 1 2 0 0 0 0 2

830-845 1 0 0 0 1 2 2 0 0 0 1 3 2 0 0 0 0 2

845-900 1 0 0 0 0 1 4 0 0 0 0 4 3 0 0 0 0 3

HOUR TOTALS

600-700 0 0 0 0 3 3 1 0 0 0 2 3 1 0 0 0 0 1

615-715 0 0 0 0 5 5 1 0 0 0 3 4 1 0 0 0 0 1

630-730 1 0 0 0 8 9 3 0 0 0 4 7 3 0 0 0 1 4

645-745 1 0 0 0 8 9 3 0 0 0 4 7 3 0 0 0 1 4

700-800 2 0 0 0 8 10 4 0 0 0 4 8 5 0 0 0 1 6

715-815 2 0 0 0 8 10 7 0 0 0 4 11 5 0 0 0 1 6

730-830 2 0 0 0 7 9 5 0 0 0 3 8 5 0 0 0 0 5

745-845 3 0 0 0 6 9 6 0 0 0 4 10 6 0 0 0 0 6

800-900 3 0 0 0 5 8 9 0 0 0 3 12 7 0 0 0 0 7

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 31 11 2 8 2 54 14 4 0 7 2 27

615-630 1 0 0 0 0 1 34 8 0 7 3 52 17 4 0 0 0 21

630-645 0 0 0 0 0 0 29 3 0 4 1 37 14 2 0 5 0 21

645-700 0 0 0 0 1 1 48 5 0 3 1 57 18 0 0 4 2 24

700-715 1 0 0 0 0 1 73 15 1 7 2 98 15 6 0 1 1 23

715-730 3 0 0 0 0 3 84 9 0 3 2 98 16 3 1 0 1 21

730-745 1 0 0 0 0 1 68 6 1 6 1 82 18 3 0 6 3 30

745-800 1 0 0 0 2 3 108 8 0 4 1 121 34 3 0 5 1 43

800-815 3 0 0 0 0 3 55 3 1 3 0 62 20 2 1 5 1 29

815-830 1 0 0 0 1 2 71 6 0 3 1 81 10 4 1 2 0 17

830-845 0 0 0 0 0 0 91 10 0 10 2 113 15 4 0 3 2 24

845-900 0 0 0 0 0 0 41 9 3 7 0 60 11 5 0 5 3 24

HOUR TOTALS

600-700 1 0 0 0 1 2 142 27 2 22 7 200 63 10 0 16 4 93

615-715 2 0 0 0 1 3 184 31 1 21 7 244 64 12 0 10 3 89

630-730 4 0 0 0 1 5 234 32 1 17 6 290 63 11 1 10 4 89

645-745 5 0 0 0 1 6 273 35 2 19 6 335 67 12 1 11 7 98

700-800 6 0 0 0 2 8 333 38 2 20 6 399 83 15 1 12 6 117

715-815 8 0 0 0 2 10 315 26 2 16 4 363 88 11 2 16 6 123

730-830 6 0 0 0 3 9 302 23 2 16 3 346 82 12 2 18 5 119

745-845 5 0 0 0 3 8 325 27 1 20 4 377 79 13 2 15 4 113

800-900 4 0 0 0 1 5 258 28 4 23 3 316 56 15 2 15 6 94

Page 18: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 30, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W SEPULVEDA BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 5 4 1 3 0 13 2 0 0 0 0 2 8 8 1 11 4 32

215-230 16 4 2 5 0 27 1 0 0 0 1 2 5 17 0 16 2 40

230-245 14 4 1 7 0 26 2 0 0 0 0 2 10 13 0 17 1 41

245-300 10 4 0 3 3 20 4 0 0 0 2 6 19 17 1 14 3 54

300-315 10 5 0 3 1 19 6 0 0 0 0 6 15 6 0 15 2 38

315-330 9 4 0 1 1 15 2 0 0 0 0 2 10 4 0 10 2 26

330-345 7 1 1 1 1 11 1 0 0 0 0 1 21 7 1 13 1 43

345-400 13 6 0 2 1 22 2 0 0 0 1 3 21 18 0 7 2 48

400-415 22 1 0 3 7 33 10 0 0 0 1 11 22 4 1 6 1 34

415-430 26 3 1 1 0 31 3 0 0 0 0 3 13 11 0 4 1 29

430-445 19 1 0 3 0 23 3 0 0 0 3 6 17 12 0 6 0 35

445-500 19 5 1 1 1 27 2 0 0 0 1 3 13 7 0 9 1 30

500-515 11 3 0 2 1 17 6 0 0 0 1 7 17 8 0 8 3 36

515-530 11 1 0 0 0 12 2 0 0 0 0 2 27 6 0 4 2 39

530-545 8 3 0 1 1 13 1 0 0 0 0 1 23 4 0 3 2 32

545-600 13 3 0 0 2 18 0 0 0 0 0 0 21 3 0 4 1 29

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 11 15 1 10 1 38 49 11 2 9 0 71 0 0 0 0 1 1

215-230 16 18 0 8 1 43 52 12 0 8 0 72 0 0 0 0 0 0

230-245 12 13 1 6 3 35 59 7 0 10 0 76 1 0 0 0 2 3

245-300 14 15 2 11 4 46 69 6 2 8 0 85 0 0 0 0 1 1

300-315 12 20 2 7 1 42 91 14 2 8 1 116 0 0 0 0 2 2

315-330 10 14 0 6 2 32 65 14 0 7 0 86 0 0 0 0 1 1

330-345 14 20 0 10 1 45 89 12 2 5 0 108 0 0 0 0 2 2

345-400 10 17 0 7 1 35 59 8 0 8 1 76 1 0 0 0 2 3

400-415 21 19 2 6 0 48 74 10 1 7 1 93 1 0 0 0 2 3

415-430 29 10 1 5 2 47 73 13 1 3 0 90 0 0 0 0 1 1

430-445 44 13 1 4 1 63 91 7 0 2 1 101 2 0 0 0 4 6

445-500 30 6 0 9 3 48 76 2 0 3 0 81 0 0 0 0 5 5

500-515 27 4 1 7 2 41 130 7 0 5 0 142 0 0 0 0 1 1

515-530 23 7 0 4 1 35 113 5 0 5 0 123 1 0 0 0 0 1

530-545 22 2 1 5 0 30 100 3 0 0 0 103 0 0 0 0 0 0

545-600 23 3 0 4 0 30 91 4 0 2 1 98 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 1 0 0 0 0 1 2 0 0 0 0 2 1 0 0 0 0 1

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 1 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 1

245-300 0 0 0 0 1 1 1 0 0 0 0 1 1 0 0 0 0 1

300-315 1 0 0 0 0 1 1 0 0 0 0 1 0 0 0 0 1 1

315-330 2 0 0 0 0 2 2 0 0 0 0 2 0 0 0 0 0 0

330-345 1 0 0 0 0 1 2 0 0 0 0 2 0 0 0 0 0 0

345-400 2 0 0 0 1 3 1 0 0 0 0 1 2 0 0 0 0 2

400-415 4 0 0 0 0 4 3 0 0 0 1 4 0 0 0 0 1 1

415-430 5 0 0 0 0 5 4 0 0 0 0 4 2 0 0 0 0 2

430-445 5 0 0 0 0 5 2 0 0 0 0 2 4 0 0 0 0 4

445-500 2 0 0 0 1 3 6 0 0 0 0 6 2 0 0 0 0 2

500-515 2 0 0 0 0 2 3 0 0 0 1 4 0 0 0 0 0 0

515-530 1 0 0 0 0 1 1 0 0 0 0 1 1 0 0 0 0 1

530-545 1 0 0 0 0 1 1 0 0 0 0 1 0 0 0 0 0 0

545-600 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 79 4 0 4 1 88 19 2 0 5 2 28

215-230 0 0 0 0 0 0 62 2 2 14 2 82 13 6 0 7 2 28

230-245 0 0 0 0 1 1 81 4 0 9 0 94 12 4 0 3 2 21

245-300 1 0 0 0 0 1 68 3 0 10 1 82 19 4 0 7 3 33

300-315 0 0 0 0 0 0 93 7 0 8 2 110 15 0 0 4 3 22

315-330 0 0 0 0 1 1 105 6 0 8 1 120 28 1 0 2 3 34

330-345 0 0 0 0 0 0 142 6 0 11 6 165 27 2 0 2 3 34

345-400 0 0 0 0 0 0 121 3 0 9 1 134 20 4 0 5 3 32

400-415 1 0 0 0 0 1 126 2 0 12 0 140 27 4 0 9 1 41

415-430 0 0 0 0 2 2 187 12 1 12 1 213 26 9 0 13 2 50

430-445 0 0 0 0 3 3 171 3 1 12 0 187 35 6 0 5 1 47

445-500 0 0 0 0 1 1 180 7 1 6 3 197 36 2 0 5 2 45

500-515 1 0 0 0 1 2 186 6 2 2 0 196 26 2 0 4 1 33

515-530 0 0 0 0 0 0 142 9 0 3 0 154 25 3 0 2 2 32

530-545 0 0 0 0 0 0 183 16 0 13 1 213 25 4 0 3 2 34

545-600 0 0 0 0 0 0 150 11 0 10 0 171 18 1 0 6 2 27

Page 19: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S SANTA FE AVENUE

E/W WILLOW STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 15 0 0 0 0 15 20 0 0 0 0 20 25 0 0 0 0 25

615-630 37 0 0 0 0 37 71 0 0 0 2 73 42 0 0 0 0 42

630-645 32 0 0 0 0 32 44 0 0 0 2 46 26 0 0 0 0 26

645-700 29 0 0 0 0 29 52 0 0 0 0 52 49 0 0 0 3 52

700-715 29 0 0 0 0 29 86 0 0 0 0 86 41 0 0 0 0 41

715-730 46 0 0 0 0 46 154 0 0 0 0 154 58 0 0 0 0 58

730-745 51 0 0 0 0 51 226 0 0 0 0 226 81 0 0 0 0 81

745-800 45 0 0 0 0 45 132 0 0 0 0 132 131 0 0 1 0 132

800-815 47 0 0 0 0 47 86 0 0 2 1 89 59 0 0 0 0 59

815-830 46 0 0 0 0 46 77 0 0 1 0 78 51 0 0 0 1 52

830-845 54 0 0 0 0 54 95 0 0 1 0 96 49 0 0 0 0 49

845-900 39 0 0 1 0 40 66 0 0 1 0 67 45 0 0 0 1 46

HOUR TOTALS

600-700 113 0 0 0 0 113 187 0 0 0 4 191 142 0 0 0 3 145

615-715 127 0 0 0 0 127 253 0 0 0 4 257 158 0 0 0 3 161

630-730 136 0 0 0 0 136 336 0 0 0 2 338 174 0 0 0 3 177

645-745 155 0 0 0 0 155 518 0 0 0 0 518 229 0 0 0 3 232

700-800 171 0 0 0 0 171 598 0 0 0 0 598 311 0 0 1 0 312

715-815 189 0 0 0 0 189 598 0 0 2 1 601 329 0 0 1 0 330

730-830 189 0 0 0 0 189 521 0 0 3 1 525 322 0 0 1 1 324

745-845 192 0 0 0 0 192 390 0 0 4 1 395 290 0 0 1 1 292

800-900 186 0 0 1 0 187 324 0 0 5 1 330 204 0 0 0 2 206

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 11 0 0 0 1 12 125 0 1 0 0 126 17 0 0 0 0 17

615-630 23 0 0 0 1 24 170 0 1 0 0 171 24 0 1 0 0 25

630-645 16 0 0 0 0 16 205 1 1 0 5 212 30 0 0 0 0 30

645-700 23 0 0 0 1 24 211 0 0 0 0 211 38 0 0 1 1 40

700-715 43 0 0 1 0 44 210 1 0 0 0 211 61 0 0 0 0 61

715-730 40 0 0 0 0 40 222 0 0 1 0 223 81 0 0 0 1 82

730-745 76 0 0 0 1 77 236 0 0 0 1 237 67 0 0 0 0 67

745-800 37 0 0 0 0 37 183 0 0 0 0 183 53 0 0 0 0 53

800-815 49 0 0 0 0 49 197 0 0 1 0 198 38 0 0 0 0 38

815-830 44 0 0 0 0 44 153 0 0 0 1 154 45 0 0 0 1 46

830-845 46 0 0 0 0 46 166 0 0 0 1 167 41 0 0 0 1 42

845-900 43 0 0 1 1 45 131 0 0 1 7 139 26 0 0 0 1 27

HOUR TOTALS

600-700 73 0 0 0 3 76 711 1 3 0 5 720 109 0 1 1 1 112

615-715 105 0 0 1 2 108 796 2 2 0 5 805 153 0 1 1 1 156

630-730 122 0 0 1 1 124 848 2 1 1 5 857 210 0 0 1 2 213

645-745 182 0 0 1 2 185 879 1 0 1 1 882 247 0 0 1 2 250

700-800 196 0 0 1 1 198 851 1 0 1 1 854 262 0 0 0 1 263

715-815 202 0 0 0 1 203 838 0 0 2 1 841 239 0 0 0 1 240

730-830 206 0 0 0 1 207 769 0 0 1 2 772 203 0 0 0 1 204

745-845 176 0 0 0 0 176 699 0 0 1 2 702 177 0 0 0 2 179

800-900 182 0 0 1 1 184 647 0 0 2 9 658 150 0 0 0 3 153

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 7 0 0 0 0 7 16 0 0 0 0 16 12 0 0 0 0 12

215-230 12 0 0 0 0 12 23 0 0 0 0 23 19 0 0 0 0 19

230-245 25 0 0 0 0 25 48 0 0 0 0 48 26 0 0 0 2 28

245-300 29 0 0 0 1 30 60 0 0 0 0 60 20 0 0 0 0 20

300-315 43 0 0 0 0 43 80 0 0 0 0 80 20 0 0 0 0 20

315-330 59 0 0 0 0 59 128 0 0 0 0 128 18 0 0 0 0 18

330-345 99 0 0 0 0 99 199 0 0 0 0 199 31 0 0 0 0 31

345-400 71 0 0 0 0 71 109 0 0 0 0 109 37 0 0 0 0 37

400-415 47 0 0 0 0 47 76 1 0 0 1 78 31 0 0 0 0 31

415-430 39 0 0 0 0 39 56 0 0 0 0 56 23 0 0 0 0 23

430-445 61 0 0 0 1 62 70 0 0 0 0 70 26 0 0 0 0 26

445-500 51 0 0 0 2 53 64 0 0 0 3 67 21 0 0 0 0 21

HOUR TOTALS

200-300 73 0 0 0 1 74 147 0 0 0 0 147 77 0 0 0 2 79

215-315 109 0 0 0 1 110 211 0 0 0 0 211 85 0 0 0 2 87

230-330 156 0 0 0 1 157 316 0 0 0 0 316 84 0 0 0 2 86

245-345 230 0 0 0 1 231 467 0 0 0 0 467 89 0 0 0 0 89

300-400 272 0 0 0 0 272 516 0 0 0 0 516 106 0 0 0 0 106

315-415 276 0 0 0 0 276 512 1 0 0 1 514 117 0 0 0 0 117

330-430 256 0 0 0 0 256 440 1 0 0 1 442 122 0 0 0 0 122

345-445 218 0 0 0 1 219 311 1 0 0 1 313 117 0 0 0 0 117

400-500 198 0 0 0 3 201 266 1 0 0 4 271 101 0 0 0 0 101

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 1 0 0 0 0 1 62 0 0 0 1 63 12 0 0 0 0 12

615-630 2 0 0 0 0 2 78 0 0 0 1 79 9 0 0 0 0 9

630-645 2 0 0 0 0 2 87 0 0 0 0 87 19 0 0 0 0 19

645-700 3 0 0 0 0 3 99 0 0 0 1 100 15 0 0 0 0 15

700-715 6 0 0 0 0 6 91 0 0 0 3 94 28 0 0 0 1 29

715-730 10 0 0 0 0 10 119 0 0 0 1 120 25 0 0 0 1 26

730-745 7 0 0 0 0 7 137 0 0 0 0 137 35 0 0 0 0 35

745-800 13 0 0 0 0 13 165 0 0 0 0 165 24 0 0 0 0 24

800-815 11 0 0 0 0 11 146 0 0 0 1 147 33 0 0 0 0 33

815-830 6 0 0 0 0 6 111 0 0 0 0 111 22 0 0 0 0 22

830-845 11 0 0 0 1 12 115 0 0 0 0 115 22 0 0 0 0 22

845-900 9 0 0 0 1 10 90 0 0 0 0 90 22 0 0 0 0 22

HOUR TOTALS

600-700 8 0 0 0 0 8 326 0 0 0 3 329 55 0 0 0 0 55

615-715 13 0 0 0 0 13 355 0 0 0 5 360 71 0 0 0 1 72

630-730 21 0 0 0 0 21 396 0 0 0 5 401 87 0 0 0 2 89

645-745 26 0 0 0 0 26 446 0 0 0 5 451 103 0 0 0 2 105

700-800 36 0 0 0 0 36 512 0 0 0 4 516 112 0 0 0 2 114

715-815 41 0 0 0 0 41 567 0 0 0 2 569 117 0 0 0 1 118

730-830 37 0 0 0 0 37 559 0 0 0 1 560 114 0 0 0 0 114

745-845 41 0 0 0 1 42 537 0 0 0 1 538 101 0 0 0 0 101

800-900 37 0 0 0 2 39 462 0 0 0 1 463 99 0 0 0 0 99

Page 20: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W WILLOW STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 20 0 0 0 0 20 56 0 0 0 0 56 45 0 0 0 0 45

215-230 20 0 0 0 0 20 87 0 0 0 0 87 35 0 0 0 0 35

230-245 24 0 0 0 0 24 90 0 0 0 0 90 47 0 0 0 0 47

245-300 20 0 0 1 0 21 146 0 0 0 0 146 101 0 0 0 0 101

300-315 31 0 0 0 0 31 122 0 0 0 0 122 106 0 0 1 0 107

315-330 32 0 0 0 0 32 86 0 0 0 0 86 64 0 0 1 0 65

330-345 16 0 0 0 0 16 84 0 0 1 0 85 70 0 0 0 0 70

345-400 29 0 0 0 0 29 112 0 0 0 0 112 84 0 0 1 0 85

400-415 23 0 0 0 0 23 91 0 0 0 0 91 89 0 0 0 0 89

415-430 33 0 0 0 0 33 111 0 0 0 0 111 93 0 0 0 0 93

430-445 21 0 0 1 0 22 95 0 0 0 0 95 86 0 0 0 0 86

445-500 29 0 0 0 0 29 102 0 0 0 0 102 101 0 0 0 0 101

500-515 24 0 0 0 0 24 101 0 0 1 0 102 87 0 0 0 0 87

515-530 26 0 0 0 0 26 90 0 0 0 0 90 112 0 0 0 0 112

530-545 39 0 0 0 0 39 128 0 0 1 0 129 129 0 0 0 0 129

545-600 37 0 0 0 0 37 107 0 0 0 0 107 74 0 0 0 0 74

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 42 0 0 0 0 42 116 0 0 0 2 118 33 0 0 0 0 33

215-230 58 0 0 0 1 59 98 0 0 1 2 101 48 0 0 0 0 48

230-245 63 0 0 1 0 64 90 0 0 1 3 94 65 0 0 0 0 65

245-300 63 0 0 0 1 64 118 0 0 0 2 120 80 0 0 0 0 80

300-315 45 0 0 0 0 45 117 0 0 0 0 117 65 0 0 0 1 66

315-330 60 0 0 0 3 63 133 0 0 0 0 133 54 0 0 0 0 54

330-345 58 0 0 0 0 58 100 0 0 0 0 100 47 0 0 0 0 47

345-400 48 0 0 0 0 48 106 0 0 0 0 106 46 0 0 0 0 46

400-415 46 0 0 0 0 46 107 0 0 1 1 109 51 0 0 0 0 51

415-430 48 0 0 0 0 48 125 0 0 0 0 125 55 0 0 0 0 55

430-445 61 0 0 1 0 62 120 0 0 0 0 120 50 0 0 0 0 50

445-500 54 0 0 0 0 54 123 0 0 0 0 123 35 0 0 0 0 35

500-515 43 0 0 0 0 43 128 0 0 0 0 128 62 0 0 0 0 62

515-530 53 0 0 0 0 53 128 0 0 0 0 128 72 0 0 0 0 72

530-545 87 0 0 0 0 87 128 0 0 2 1 131 68 0 0 0 0 68

545-600 55 0 0 0 0 55 124 0 0 0 0 124 71 0 0 0 0 71

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 42 0 0 0 0 42 62 0 0 0 0 62 14 0 0 0 0 14

215-230 39 0 0 0 0 39 69 0 0 0 1 70 10 1 0 0 1 12

230-245 39 0 0 1 0 40 103 0 0 0 0 103 13 0 0 0 0 13

245-300 64 0 0 0 0 64 147 0 0 1 0 148 22 0 0 0 0 22

300-315 57 0 0 0 0 57 156 0 0 1 0 157 19 0 0 0 1 20

315-330 69 0 0 0 0 69 113 0 0 1 0 114 15 0 0 0 0 15

330-345 77 0 0 0 0 77 132 0 0 0 1 133 27 0 0 0 0 27

345-400 45 0 0 0 1 46 95 0 0 1 1 97 20 0 0 0 0 20

400-415 50 0 0 0 0 50 103 1 0 0 0 104 21 0 0 0 0 21

415-430 61 0 0 0 0 61 101 0 0 1 0 102 15 0 0 0 0 15

430-445 75 0 0 0 0 75 125 0 0 0 0 125 26 0 0 0 1 27

445-500 67 0 0 0 0 67 120 0 0 0 0 120 17 0 0 0 0 17

500-515 73 0 0 0 1 74 124 0 0 0 0 124 16 0 0 0 0 16

515-530 58 0 0 0 0 58 139 0 0 0 0 139 18 0 0 0 1 19

530-545 55 0 0 0 0 55 122 0 0 1 0 123 14 0 0 0 0 14

545-600 65 0 0 0 0 65 97 0 0 0 0 97 16 0 0 0 0 16

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 17 0 0 0 0 17 123 0 0 0 1 124 17 0 0 0 0 17

215-230 13 0 0 0 0 13 122 0 0 0 6 128 23 0 0 0 0 23

230-245 22 2 0 0 0 24 144 0 0 0 1 145 42 0 0 0 2 44

245-300 16 0 0 0 0 16 141 0 0 0 7 148 21 0 0 0 0 21

300-315 23 0 0 0 0 23 145 0 0 0 4 149 36 0 0 0 2 38

315-330 16 0 0 0 1 17 167 0 0 0 6 173 38 0 0 0 0 38

330-345 12 0 0 0 0 12 210 0 0 1 2 213 32 0 0 0 0 32

345-400 14 0 0 0 0 14 209 0 0 0 0 209 29 0 0 0 0 29

400-415 16 0 0 0 0 16 221 0 0 0 4 225 36 0 0 0 0 36

415-430 8 0 0 0 1 9 212 0 0 0 8 220 50 0 0 0 0 50

430-445 8 0 0 0 0 8 238 0 0 0 3 241 42 0 0 0 0 42

445-500 7 0 0 0 0 7 240 0 0 0 0 240 42 0 0 0 0 42

500-515 6 0 0 0 0 6 261 0 0 0 2 263 41 0 0 0 0 41

515-530 18 0 0 0 0 18 232 0 0 0 2 234 50 0 0 1 1 52

530-545 18 0 0 0 0 18 232 0 0 0 0 232 29 0 0 0 0 29

545-600 17 0 0 0 0 17 202 0 0 0 1 203 31 0 0 0 0 31

Page 21: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 23, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W DEL AMO BOULEVARD RAMP

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 78 3 0 1 3 85 15 0 0 0 2 17

615-630 0 0 0 0 0 0 87 3 0 1 0 91 18 0 0 0 1 19

630-645 0 0 0 0 0 0 119 4 0 3 16 142 28 0 0 0 0 28

645-700 0 0 0 0 0 0 115 7 0 14 6 142 57 0 0 0 4 61

700-715 0 0 0 0 0 0 115 4 0 4 9 132 24 0 0 0 3 27

715-730 0 0 0 0 0 0 115 5 0 3 6 129 30 1 0 0 3 34

730-745 0 0 0 0 0 0 157 7 0 6 8 178 35 0 0 0 1 36

745-800 0 0 0 0 0 0 156 8 0 6 9 179 57 0 0 1 3 61

800-815 0 0 0 0 0 0 112 8 0 15 9 144 30 0 0 0 6 36

815-830 0 0 0 0 0 0 72 10 2 9 5 98 23 0 0 0 2 25

830-845 0 0 0 0 0 0 78 9 1 6 8 102 16 0 0 0 7 23

845-900 0 0 0 0 0 0 60 10 0 10 4 84 13 0 0 0 3 16

HOUR TOTALS

600-700 0 0 0 0 0 0 399 17 0 19 25 460 118 0 0 0 7 125

615-715 0 0 0 0 0 0 436 18 0 22 31 507 127 0 0 0 8 135

630-730 0 0 0 0 0 0 464 20 0 24 37 545 139 1 0 0 10 150

645-745 0 0 0 0 0 0 502 23 0 27 29 581 146 1 0 0 11 158

700-800 0 0 0 0 0 0 543 24 0 19 32 618 146 1 0 1 10 158

715-815 0 0 0 0 0 0 540 28 0 30 32 630 152 1 0 1 13 167

730-830 0 0 0 0 0 0 497 33 2 36 31 599 145 0 0 1 12 158

745-845 0 0 0 0 0 0 418 35 3 36 31 523 126 0 0 1 18 145

800-900 0 0 0 0 0 0 322 37 3 40 26 428 82 0 0 0 18 100

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 6 0 0 0 2 0 0 0 0 0 0 0 10 3 0 1 1 15

615-630 7 0 0 1 3 0 0 0 0 0 0 0 20 3 0 1 0 24

630-645 13 0 0 1 1 0 0 0 0 0 0 0 17 3 0 3 0 23

645-700 14 0 0 0 2 0 0 0 0 0 0 0 22 5 0 8 1 36

700-715 22 0 0 0 3 0 0 0 0 0 0 0 24 5 0 4 1 34

715-730 16 0 0 0 3 0 0 0 0 0 0 0 27 8 0 6 2 43

730-745 13 0 0 0 3 0 0 0 0 0 0 0 35 2 0 5 2 44

745-800 18 0 0 0 2 0 0 0 0 0 0 0 32 3 0 9 2 46

800-815 12 0 0 0 5 0 0 0 0 0 0 0 28 3 0 7 1 39

815-830 10 0 0 0 2 0 0 0 0 0 0 0 24 7 0 4 2 37

830-845 9 0 0 0 3 0 0 0 0 0 0 0 16 9 0 7 0 32

845-900 13 0 0 0 3 0 0 0 0 0 0 0 17 4 0 7 1 29

HOUR TOTALS

600-700 40 0 0 2 8 0 0 0 0 0 0 0 69 14 0 13 2 98

615-715 56 0 0 2 9 0 0 0 0 0 0 0 83 16 0 16 2 117

630-730 65 0 0 1 9 0 0 0 0 0 0 0 90 21 0 21 4 136

645-745 65 0 0 0 11 0 0 0 0 0 0 0 108 20 0 23 6 157

700-800 69 0 0 0 11 0 0 0 0 0 0 0 118 18 0 24 7 167

715-815 59 0 0 0 13 0 0 0 0 0 0 0 122 16 0 27 7 172

730-830 53 0 0 0 12 0 0 0 0 0 0 0 119 15 0 25 7 166

745-845 49 0 0 0 12 0 0 0 0 0 0 0 100 22 0 27 5 154

800-900 44 0 0 0 13 0 0 0 0 0 0 0 85 23 0 25 4 137

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 23 1 0 3 0 27 40 0 0 1 0 41 0 0 0 0 0 0

215-230 30 0 0 1 0 31 50 0 0 5 1 56 0 0 0 0 0 0

230-245 34 1 0 2 0 37 60 0 0 4 0 64 0 0 0 0 0 0

245-300 68 0 0 4 0 72 84 1 0 3 2 90 0 0 0 0 0 0

300-315 39 0 0 3 0 42 74 1 0 5 4 84 0 0 0 0 0 0

315-330 47 3 0 4 0 54 103 2 0 4 2 111 0 0 0 0 0 0

330-345 56 3 0 3 0 62 128 1 0 6 4 139 0 0 0 0 0 0

345-400 57 1 0 4 0 62 117 2 0 6 1 126 0 0 0 0 0 0

400-415 67 1 0 9 1 78 128 5 1 11 4 149 0 0 0 0 0 0

415-430 44 3 0 5 1 53 119 2 0 9 5 135 0 0 0 0 0 0

430-445 36 0 0 8 2 46 44 6 0 6 2 58 0 0 0 0 0 0

445-500 32 0 0 7 1 40 55 3 0 10 4 72 0 0 0 0 0 0

HOUR TOTALS

200-300 155 2 0 10 0 167 234 1 0 13 3 251 0 0 0 0 0 0

215-315 171 1 0 10 0 182 268 2 0 17 7 294 0 0 0 0 0 0

230-330 188 4 0 13 0 205 321 4 0 16 8 349 0 0 0 0 0 0

245-345 210 6 0 14 0 230 389 5 0 18 12 424 0 0 0 0 0 0

300-400 199 7 0 14 0 220 422 6 0 21 11 460 0 0 0 0 0 0

315-415 227 8 0 20 1 256 476 10 1 27 11 525 0 0 0 0 0 0

330-430 224 8 0 21 2 255 492 10 1 32 14 549 0 0 0 0 0 0

345-445 204 5 0 26 4 239 408 15 1 32 12 468 0 0 0 0 0 0

400-500 179 4 0 29 5 217 346 16 1 36 15 414 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 22: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 23, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W DEL AMO BOULEVARD RAMP

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 47 3 0 17 5 72 11 0 0 0 1 12

215-230 0 0 0 0 0 0 56 7 0 4 9 76 14 0 0 1 4 19

230-245 0 0 0 0 0 0 96 4 0 20 6 126 22 0 0 0 2 24

245-300 0 0 0 0 0 0 85 10 1 8 6 110 23 0 0 1 4 28

300-315 0 0 0 0 0 0 60 3 0 7 7 77 24 0 0 0 1 25

315-330 0 0 0 0 0 0 62 8 0 7 8 85 23 0 0 1 1 25

330-345 0 0 0 0 0 0 103 7 0 7 11 128 18 0 0 1 3 22

345-400 0 0 0 0 0 0 102 6 0 10 7 125 13 1 0 0 3 17

400-415 0 0 0 0 0 0 86 5 0 5 5 101 10 0 0 0 2 12

415-430 0 0 0 0 0 0 103 7 0 7 6 123 14 1 0 0 1 16

430-445 0 0 0 0 0 0 124 9 0 6 0 139 20 0 0 0 4 24

445-500 0 0 0 0 0 0 105 8 0 9 4 126 15 0 0 0 2 17

500-515 0 0 0 0 0 0 115 7 0 7 6 135 17 0 0 0 2 19

515-530 0 0 0 0 0 0 97 2 0 24 6 129 16 0 0 0 1 17

530-545 0 0 0 0 0 0 86 6 1 10 8 111 19 0 0 0 1 20

545-600 0 0 0 0 0 0 80 6 0 5 4 95 13 0 0 0 1 14

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 23 0 0 3 5 31 0 0 0 0 0 0 20 4 0 4 1 29

215-230 20 0 0 1 6 27 0 0 0 0 0 0 21 4 0 6 2 33

230-245 38 0 0 3 4 45 0 0 0 0 0 0 35 3 0 4 0 42

245-300 22 0 0 0 2 24 0 0 0 0 0 0 19 1 0 2 0 22

300-315 26 0 0 0 5 31 0 0 0 0 0 0 18 3 0 4 1 26

315-330 25 1 0 1 7 34 0 0 0 0 0 0 20 2 0 3 0 25

330-345 63 2 0 4 3 72 0 0 0 0 0 0 68 3 0 9 0 80

345-400 36 0 0 1 2 39 0 0 0 0 0 0 38 3 0 7 2 50

400-415 34 1 0 2 2 39 0 0 0 0 0 0 65 2 0 3 0 70

415-430 34 0 0 0 2 36 0 0 0 0 0 0 57 3 0 5 1 66

430-445 42 3 0 0 1 46 0 0 0 0 0 0 57 3 0 12 1 73

445-500 26 2 0 0 4 32 0 0 0 0 0 0 57 5 0 7 1 70

500-515 55 1 0 2 5 63 0 0 0 0 0 0 76 1 0 5 0 82

515-530 30 2 0 0 2 34 0 0 0 0 0 0 60 3 0 12 1 76

530-545 26 3 0 0 4 33 0 0 0 0 0 0 57 0 0 5 0 62

545-600 12 1 0 1 2 16 0 0 0 0 0 0 36 1 0 7 0 44

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 48 4 0 8 0 60 108 14 0 12 8 142 0 0 0 0 0 0

215-230 37 3 0 9 0 49 83 11 0 21 7 122 0 0 0 0 0 0

230-245 38 2 0 6 0 46 96 9 0 19 3 127 0 0 0 0 0 0

245-300 26 5 0 5 0 36 75 16 0 9 2 102 0 0 0 0 0 0

300-315 25 5 0 8 1 39 82 7 3 8 1 101 0 0 0 0 0 0

315-330 30 1 0 5 0 36 94 9 0 21 4 128 0 0 0 0 0 0

330-345 48 2 0 3 0 53 137 14 2 16 2 171 0 0 0 0 0 0

345-400 39 2 0 8 1 50 101 13 0 24 3 141 0 0 0 0 0 0

400-415 36 3 0 9 1 49 104 12 0 19 3 138 0 0 0 0 0 0

415-430 45 1 0 5 1 52 130 16 0 21 2 169 0 0 0 0 0 0

430-445 52 6 0 9 1 68 195 16 0 16 4 231 0 0 0 0 0 0

445-500 59 1 0 4 0 64 193 10 0 11 1 215 0 0 0 0 0 0

500-515 45 2 0 1 0 48 189 18 2 10 2 221 0 0 0 0 0 0

515-530 34 4 0 6 0 44 145 3 0 10 1 159 0 0 0 0 0 0

530-545 35 1 0 6 1 43 125 9 0 9 1 144 0 0 0 0 0 0

545-600 43 1 0 2 0 46 129 4 0 7 0 140 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 23: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 23, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W DEL AMO BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 128 0 0 3 1 132 10 0 0 2 0 12

615-630 0 0 0 0 0 0 259 1 0 4 5 269 16 0 0 0 0 16

630-645 0 0 0 0 0 0 351 2 0 3 4 360 17 3 0 4 0 24

645-700 0 0 0 0 0 0 400 1 0 2 3 406 20 0 0 2 1 23

700-715 0 0 0 0 0 0 374 2 0 7 2 385 33 2 0 2 0 37

715-730 0 0 0 0 0 0 324 11 0 4 2 341 26 5 0 4 3 38

730-745 0 0 0 0 0 0 403 1 0 9 2 415 38 2 0 5 1 46

745-800 0 0 0 0 0 0 441 2 0 4 6 453 33 0 0 2 1 36

800-815 0 0 0 0 0 0 408 0 0 12 4 424 31 6 0 6 2 45

815-830 0 0 0 0 0 0 278 2 0 11 3 294 21 3 0 3 0 27

830-845 0 0 0 0 0 0 314 1 0 15 11 341 22 6 0 5 0 33

845-900 0 0 0 0 0 0 218 1 0 9 6 234 13 3 0 2 1 19

HOUR TOTALS

600-700 0 0 0 0 0 0 1138 4 0 12 13 1167 63 3 0 8 1 75

615-715 0 0 0 0 0 0 1384 6 0 16 14 1420 86 5 0 8 1 100

630-730 0 0 0 0 0 0 1449 16 0 16 11 1492 96 10 0 12 4 122

645-745 0 0 0 0 0 0 1501 15 0 22 9 1547 117 9 0 13 5 144

700-800 0 0 0 0 0 0 1542 16 0 24 12 1594 130 9 0 13 5 157

715-815 0 0 0 0 0 0 1576 14 0 29 14 1633 128 13 0 17 7 165

730-830 0 0 0 0 0 0 1530 5 0 36 15 1586 123 11 0 16 4 154

745-845 0 0 0 0 0 0 1441 5 0 42 24 1512 107 15 0 16 3 141

800-900 0 0 0 0 0 0 1218 4 0 47 24 1293 87 18 0 16 3 124

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 12 1 0 1 0 14 0 0 0 0 0 0 29 0 0 3 1 33

215-230 12 0 0 1 0 13 0 0 0 0 0 0 35 0 0 0 3 38

230-245 14 0 0 0 0 14 0 0 0 0 0 0 63 0 0 0 0 63

245-300 19 0 0 3 1 23 0 0 0 0 0 0 98 0 0 1 3 102

300-315 15 0 0 4 0 19 0 0 0 0 0 0 50 0 0 0 3 53

315-330 15 3 0 2 3 23 0 0 0 0 0 0 63 2 0 3 2 70

330-345 19 1 0 4 1 25 0 0 0 0 0 0 77 0 0 0 2 79

345-400 21 1 0 1 1 24 0 0 0 0 0 0 84 2 0 4 4 94

400-415 23 1 0 5 2 31 0 0 0 0 0 0 77 2 0 4 6 89

415-430 20 0 0 1 0 21 0 0 0 0 0 0 49 2 1 3 6 61

430-445 19 0 0 8 0 27 0 0 0 0 0 0 40 0 0 2 4 46

445-500 15 3 0 7 1 26 0 0 0 0 0 0 26 0 0 2 2 30

HOUR TOTALS

200-300 57 1 0 5 1 64 0 0 0 0 0 0 225 0 0 4 7 236

215-315 60 0 0 8 1 69 0 0 0 0 0 0 246 0 0 1 9 256

230-330 63 3 0 9 4 79 0 0 0 0 0 0 274 2 0 4 8 288

245-345 68 4 0 13 5 90 0 0 0 0 0 0 288 2 0 4 10 304

300-400 70 5 0 11 5 91 0 0 0 0 0 0 274 4 0 7 11 296

315-415 78 6 0 12 7 103 0 0 0 0 0 0 301 6 0 11 14 332

330-430 83 3 0 11 4 101 0 0 0 0 0 0 287 6 1 11 18 323

345-445 83 2 0 15 3 103 0 0 0 0 0 0 250 6 1 13 20 290

400-500 77 4 0 21 3 105 0 0 0 0 0 0 192 4 1 11 18 226

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 13 2 0 1 1 17 45 1 0 2 0 48 0 0 0 0 0 0

615-630 5 3 0 2 2 12 47 1 0 2 4 54 0 0 0 0 0 0

630-645 17 2 0 1 1 21 73 1 1 1 5 81 0 0 0 0 0 0

645-700 10 3 0 3 1 17 69 0 0 1 2 72 0 0 0 0 0 0

700-715 15 3 0 4 2 24 94 1 0 2 6 103 0 0 0 0 0 0

715-730 12 3 0 5 3 23 56 3 1 5 2 67 0 0 0 0 0 0

730-745 15 0 0 1 3 19 101 1 0 4 2 108 0 0 0 0 0 0

745-800 14 0 0 3 4 21 99 9 0 8 3 119 0 0 0 0 0 0

800-815 12 0 0 1 4 17 75 28 0 5 5 113 0 0 0 0 0 0

815-830 12 4 0 3 7 26 102 2 0 3 2 109 0 0 0 0 0 0

830-845 17 2 0 4 4 27 100 3 0 5 5 113 0 0 0 0 0 0

845-900 8 0 0 3 4 15 67 0 0 4 7 78 0 0 0 0 0 0

HOUR TOTALS

600-700 45 10 0 7 5 67 234 3 1 6 11 255 0 0 0 0 0 0

615-715 47 11 0 10 6 74 283 3 1 6 17 310 0 0 0 0 0 0

630-730 54 11 0 13 7 85 292 5 2 9 15 323 0 0 0 0 0 0

645-745 52 9 0 13 9 83 320 5 1 12 12 350 0 0 0 0 0 0

700-800 56 6 0 13 12 87 350 14 1 19 13 397 0 0 0 0 0 0

715-815 53 3 0 10 14 80 331 41 1 22 12 407 0 0 0 0 0 0

730-830 53 4 0 8 18 83 377 40 0 20 12 449 0 0 0 0 0 0

745-845 55 6 0 11 19 91 376 42 0 21 15 454 0 0 0 0 0 0

800-900 49 6 0 11 19 85 344 33 0 17 19 413 0 0 0 0 0 0

Page 24: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 23, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W DEL AMO BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 117 1 0 19 4 141 24 1 0 5 2 32

215-230 0 0 0 0 0 0 102 3 0 21 6 132 19 2 0 2 2 25

230-245 0 0 0 0 0 0 111 1 1 18 5 136 25 1 0 7 1 34

245-300 0 0 0 0 0 0 132 0 1 25 4 162 10 0 0 0 2 12

300-315 0 0 0 0 0 0 123 2 0 15 8 148 10 0 0 1 1 12

315-330 0 0 0 0 0 0 112 2 0 16 2 132 11 0 0 1 2 14

330-345 0 0 0 0 0 0 142 1 0 16 2 161 29 1 0 2 3 35

345-400 0 0 0 0 0 0 140 3 0 15 1 159 17 2 0 6 4 29

400-415 0 0 0 0 0 0 138 2 0 7 3 150 24 0 0 2 0 26

415-430 0 0 0 0 0 0 126 5 0 14 2 147 23 0 0 2 0 25

430-445 0 0 0 0 0 0 142 2 0 14 1 159 28 3 0 8 1 40

445-500 0 0 0 0 0 0 157 1 0 10 2 170 14 3 0 2 0 19

500-515 0 0 0 0 0 0 176 1 0 8 4 189 28 0 0 1 0 29

515-530 0 0 0 0 0 0 169 1 0 8 0 178 15 3 0 0 0 18

530-545 0 0 0 0 0 0 131 1 0 2 1 135 22 1 0 3 1 27

545-600 0 0 0 0 0 0 145 0 0 8 3 156 18 0 0 7 1 26

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 38 2 0 4 1 45 0 0 0 0 0 0 15 3 0 6 0 24

215-230 24 4 0 4 0 32 0 0 0 0 0 0 17 2 0 5 1 25

230-245 37 2 0 0 1 40 0 0 0 0 0 0 23 1 0 8 2 34

245-300 38 1 0 3 1 43 0 0 0 0 0 0 26 2 0 5 2 35

300-315 30 1 0 7 2 40 0 0 0 0 0 0 16 3 0 4 2 25

315-330 29 1 0 1 1 32 0 0 0 0 0 0 19 3 0 4 2 28

330-345 38 0 0 4 1 43 0 0 0 0 0 0 31 2 0 4 2 39

345-400 27 1 0 4 0 32 0 0 0 0 0 0 36 0 0 3 2 41

400-415 33 3 0 4 0 40 0 0 0 0 0 0 25 2 0 7 3 37

415-430 30 1 0 2 0 33 0 0 0 0 0 0 20 2 0 2 3 27

430-445 39 1 0 4 0 44 0 0 0 0 0 0 28 3 0 2 5 38

445-500 37 0 0 3 0 40 0 0 0 0 0 0 32 3 0 5 0 40

500-515 42 2 0 3 2 49 0 0 0 0 0 0 32 1 0 2 1 36

515-530 38 2 1 2 1 44 0 0 0 0 0 0 20 0 0 2 1 23

530-545 29 0 0 1 0 30 0 0 0 0 0 0 22 2 0 5 3 32

545-600 24 0 0 1 0 25 0 0 0 0 0 0 28 1 0 0 2 31

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 25 1 0 2 2 30 110 0 0 8 4 122 0 0 0 0 0 0

215-230 27 3 0 3 4 37 159 4 0 11 5 179 0 0 0 0 0 0

230-245 39 2 0 2 4 47 219 1 3 11 2 236 0 0 0 0 0 0

245-300 30 2 0 2 3 37 194 7 0 14 4 219 0 0 0 0 0 0

300-315 38 1 0 8 2 49 190 3 0 15 1 209 0 0 0 0 0 0

315-330 38 4 0 3 2 47 226 2 0 6 2 236 0 0 0 0 0 0

330-345 93 2 0 6 1 102 259 3 0 12 2 276 0 0 0 0 0 0

345-400 70 3 0 3 2 78 253 0 0 10 2 265 0 0 0 0 0 0

400-415 82 2 0 7 1 92 346 0 0 10 1 357 0 0 0 0 0 0

415-430 59 4 0 5 1 69 298 2 0 9 1 310 0 0 0 0 0 0

430-445 83 1 0 4 1 89 338 4 0 12 0 354 0 0 0 0 0 0

445-500 76 4 0 8 6 94 324 1 0 7 2 334 0 0 0 0 0 0

500-515 87 1 0 5 2 95 372 1 0 3 4 380 0 0 0 0 0 0

515-530 72 2 0 8 4 86 335 1 0 4 3 343 0 0 0 0 0 0

530-545 71 3 0 5 2 81 364 0 0 3 3 370 0 0 0 0 0 0

545-600 40 2 0 5 2 49 323 2 0 2 3 330 0 0 0 0 0 0

Page 25: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18,2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W ALONDRA BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 1 0 0 0 0 1 5 0 0 0 1 6 0 0 0 0 1 1

615-630 1 0 0 0 0 1 9 2 0 0 1 12 5 0 0 0 2 7

630-645 0 0 0 0 0 0 10 1 0 0 1 12 0 0 0 0 0 0

645-700 1 0 0 0 0 1 17 1 0 0 0 18 6 0 0 0 1 7

700-715 5 0 0 0 1 6 10 0 0 0 1 11 4 0 0 0 1 5

715-730 7 0 0 0 0 7 12 0 0 0 0 12 2 0 0 0 2 4

730-745 7 0 0 0 0 7 19 1 1 1 0 22 8 0 0 0 0 8

745-800 4 0 0 0 0 4 27 2 0 1 0 30 10 1 0 0 0 11

800-815 5 0 0 0 0 5 14 0 0 0 1 15 5 0 0 2 1 8

815-830 0 0 0 0 0 0 12 0 0 3 0 15 2 0 0 1 1 4

830-845 0 0 0 0 0 0 8 0 0 0 0 8 3 0 0 1 2 6

845-900 2 0 0 0 1 3 2 0 0 3 0 5 5 0 0 0 0 5

HOUR TOTALS

600-700 3 0 0 0 0 3 41 4 0 0 3 48 11 0 0 0 4 15

615-715 7 0 0 0 1 8 46 4 0 0 3 53 15 0 0 0 4 19

630-730 13 0 0 0 1 14 49 2 0 0 2 53 12 0 0 0 4 16

645-745 20 0 0 0 1 21 58 2 1 1 1 63 20 0 0 0 4 24

700-800 23 0 0 0 1 24 68 3 1 2 1 75 24 1 0 0 3 28

715-815 23 0 0 0 0 23 72 3 1 2 1 79 25 1 0 2 3 31

730-830 16 0 0 0 0 16 72 3 1 5 1 82 25 1 0 3 2 31

745-845 9 0 0 0 0 9 61 2 0 4 1 68 20 1 0 4 4 29

800-900 7 0 0 0 1 8 36 0 0 6 1 43 15 0 0 4 4 23

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 1 1 0 1 0 3 53 0 0 0 0 53 3 0 0 0 0 3

615-630 2 0 0 0 1 3 57 0 0 0 0 57 6 0 0 0 0 6

630-645 5 0 0 0 1 6 120 0 0 1 0 121 10 0 0 0 0 10

645-700 7 0 0 1 1 9 154 0 0 5 0 159 6 0 0 0 0 6

700-715 6 0 0 0 0 6 163 0 0 0 1 164 2 0 0 0 0 2

715-730 14 1 0 0 2 17 200 0 0 4 2 206 2 0 0 0 0 2

730-745 16 0 0 0 0 16 210 0 0 2 1 213 3 0 0 0 0 3

745-800 15 0 0 1 0 16 218 0 0 2 3 223 4 0 0 0 0 4

800-815 12 0 0 0 1 13 219 0 0 3 1 223 6 0 0 0 1 7

815-830 13 0 0 1 0 14 163 0 0 5 1 169 4 0 0 0 0 4

830-845 8 0 0 0 1 9 153 0 0 4 3 160 11 0 0 0 0 11

845-900 11 0 0 1 0 12 115 0 0 1 2 118 2 0 0 0 0 2

HOUR TOTALS

600-700 15 1 0 2 3 21 384 0 0 6 0 390 25 0 0 0 0 25

615-715 20 0 0 1 3 24 494 0 0 6 1 501 24 0 0 0 0 24

630-730 32 1 0 1 4 38 637 0 0 10 3 650 20 0 0 0 0 20

645-745 43 1 0 1 3 48 727 0 0 11 4 742 13 0 0 0 0 13

700-800 51 1 0 1 2 55 791 0 0 8 7 806 11 0 0 0 0 11

715-815 57 1 0 1 3 62 847 0 0 11 7 865 15 0 0 0 1 16

730-830 56 0 0 2 1 59 810 0 0 12 6 828 17 0 0 0 1 18

745-845 48 0 0 2 2 52 753 0 0 14 8 775 25 0 0 0 1 26

800-900 44 0 0 2 2 48 650 0 0 13 7 670 23 0 0 0 1 24

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 5 0 0 0 0 5 0 0 0 0 0 0

215-230 1 0 0 0 0 1 1 0 0 0 0 1 0 0 0 0 0 0

230-245 2 0 0 0 0 2 6 0 0 1 0 7 0 0 0 0 0 0

245-300 3 0 0 0 0 3 5 0 0 2 0 7 0 0 0 0 0 0

300-315 6 0 0 0 0 6 17 0 0 0 0 17 0 0 0 0 0 0

315-330 2 0 0 0 0 2 10 0 0 0 2 12 0 0 0 0 0 0

330-345 5 0 0 0 0 5 9 0 0 1 0 10 0 0 0 0 0 0

345-400 2 0 0 0 0 2 14 0 0 0 1 15 0 0 0 0 0 0

400-415 0 0 0 0 0 0 12 0 0 0 0 12 0 0 0 0 0 0

415-430 2 0 0 0 0 2 12 0 0 0 0 12 0 0 0 0 0 0

430-445 1 0 0 0 0 1 13 0 0 0 0 13 2 0 0 0 0 2

445-500 0 0 0 0 0 0 5 1 0 0 1 7 2 0 0 0 0 2

HOUR TOTALS

200-300 6 0 0 0 0 6 17 0 0 3 0 20 0 0 0 0 0 0

215-315 12 0 0 0 0 12 29 0 0 3 0 32 0 0 0 0 0 0

230-330 13 0 0 0 0 13 38 0 0 3 2 43 0 0 0 0 0 0

245-345 16 0 0 0 0 16 41 0 0 3 2 46 0 0 0 0 0 0

300-400 15 0 0 0 0 15 50 0 0 1 3 54 0 0 0 0 0 0

315-415 9 0 0 0 0 9 45 0 0 1 3 49 0 0 0 0 0 0

330-430 9 0 0 0 0 9 47 0 0 1 1 49 0 0 0 0 0 0

345-445 5 0 0 0 0 5 51 0 0 0 1 52 2 0 0 0 0 2

400-500 3 0 0 0 0 3 42 1 0 0 1 44 4 0 0 0 0 4

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 37 0 0 1 0 38 0 0 0 0 0 0

615-630 1 0 0 0 0 1 35 0 0 0 1 36 1 0 0 1 0 2

630-645 1 0 0 0 0 1 65 0 0 1 0 66 1 0 0 0 0 1

645-700 2 0 0 0 0 2 64 0 0 0 0 64 0 0 0 0 0 0

700-715 0 0 0 0 0 0 102 0 0 0 1 103 2 0 0 0 0 2

715-730 0 0 0 0 0 0 85 0 0 0 2 87 3 0 0 0 0 3

730-745 0 0 0 0 0 0 137 0 0 0 1 138 5 0 0 0 0 5

745-800 0 0 0 0 0 0 149 0 0 1 1 151 8 0 0 0 1 9

800-815 0 0 0 0 0 0 134 1 0 2 0 137 6 0 0 0 0 6

815-830 1 0 0 0 0 1 101 0 0 0 0 101 1 0 0 0 0 1

830-845 0 0 0 0 0 0 96 0 0 1 3 100 5 0 0 0 1 6

845-900 0 0 0 0 0 0 106 0 0 0 0 106 3 0 0 0 0 3

HOUR TOTALS

600-700 4 0 0 0 0 4 201 0 0 2 1 204 2 0 0 1 0 3

615-715 4 0 0 0 0 4 266 0 0 1 2 269 4 0 0 1 0 5

630-730 3 0 0 0 0 3 316 0 0 1 3 320 6 0 0 0 0 6

645-745 2 0 0 0 0 2 388 0 0 0 4 392 10 0 0 0 0 10

700-800 0 0 0 0 0 0 473 0 0 1 5 479 18 0 0 0 1 19

715-815 0 0 0 0 0 0 505 1 0 3 4 513 22 0 0 0 1 23

730-830 1 0 0 0 0 1 521 1 0 3 2 527 20 0 0 0 1 21

745-845 1 0 0 0 0 1 480 1 0 4 4 489 20 0 0 0 2 22

800-900 1 0 0 0 0 1 437 1 0 3 3 444 15 0 0 0 1 16

Page 26: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18,2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W ALONDRA BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 2 0 0 0 0 2 8 0 0 3 0 11 1 0 0 0 0 1

215-230 2 1 0 0 0 3 4 0 0 2 0 6 4 0 0 1 1 6

230-245 2 0 0 0 0 2 12 1 0 3 0 16 4 0 0 1 3 8

245-300 0 0 0 0 0 0 12 0 0 0 0 12 2 0 0 1 1 4

300-315 5 0 0 0 0 5 18 0 0 1 1 20 4 0 0 0 1 5

315-330 6 1 0 0 0 7 14 1 0 1 0 16 5 0 0 1 1 7

330-345 5 0 0 0 0 5 9 1 0 1 2 13 3 0 0 0 2 5

345-400 4 0 0 0 0 4 7 0 0 3 0 10 5 0 0 1 0 6

400-415 6 0 0 0 1 7 14 0 0 1 0 15 8 0 0 0 0 8

415-430 1 0 0 0 0 1 9 1 0 3 0 13 8 0 0 0 0 8

430-445 11 0 0 0 0 11 10 0 0 0 0 10 9 1 0 1 1 12

445-500 3 0 0 0 0 3 10 0 0 1 0 11 6 0 0 1 0 7

500-515 2 0 0 0 0 2 9 0 0 5 0 14 10 0 0 0 0 10

515-530 4 0 0 0 0 4 14 0 0 1 0 15 7 0 0 0 1 8

530-545 12 0 0 0 0 12 19 0 0 1 0 20 7 0 0 0 0 7

545-600 2 0 0 0 0 2 5 0 0 0 1 6 2 0 0 1 0 3

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 3 0 0 0 0 3 121 0 0 2 0 123 0 0 0 0 0 0

215-230 5 0 0 0 1 6 117 0 0 0 0 117 0 0 0 0 0 0

230-245 10 0 0 0 0 10 140 0 0 2 2 144 9 0 0 0 0 9

245-300 7 0 0 0 1 8 120 0 0 1 1 122 4 0 0 1 0 5

300-315 11 0 0 4 1 16 160 1 0 2 1 164 1 0 0 0 0 1

315-330 4 0 0 0 0 4 135 1 0 1 1 138 1 0 0 0 0 1

330-345 5 0 0 0 0 5 131 0 0 1 1 133 0 0 0 0 0 0

345-400 4 0 0 0 0 4 154 0 0 0 1 155 0 0 0 0 0 0

400-415 5 0 0 1 0 6 152 0 0 1 2 155 1 0 0 0 0 1

415-430 5 0 0 2 3 10 121 0 0 3 0 124 0 0 0 0 0 0

430-445 10 0 0 0 0 10 129 0 0 2 0 131 1 0 0 0 0 1

445-500 11 0 0 2 0 13 124 1 0 3 0 128 2 0 0 0 0 2

500-515 0 0 0 1 0 1 123 0 0 0 1 124 1 0 0 0 0 1

515-530 10 0 0 0 0 10 135 1 0 0 0 136 3 0 0 0 0 3

530-545 5 0 0 1 0 6 142 1 0 1 0 144 3 0 0 0 0 3

545-600 3 0 0 3 0 6 105 0 0 0 0 105 1 0 0 0 0 1

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 4 0 0 0 0 4 8 0 0 1 1 10 0 0 0 0 0 0

215-230 2 0 0 0 0 2 9 0 0 2 0 11 0 0 0 0 0 0

230-245 1 0 0 0 0 1 11 0 0 1 0 12 0 0 0 0 0 0

245-300 1 0 0 0 0 1 16 0 0 3 0 19 0 0 0 0 0 0

300-315 2 0 0 0 0 2 19 0 0 2 0 21 0 0 0 0 0 0

315-330 12 0 0 0 0 12 15 0 0 10 1 26 0 0 0 0 0 0

330-345 16 0 0 0 1 17 21 1 0 1 0 23 0 0 0 0 0 0

345-400 4 0 0 1 0 5 17 1 0 3 0 21 2 0 0 0 0 2

400-415 2 0 0 0 0 2 21 0 0 2 0 23 2 0 0 0 0 2

415-430 5 0 0 0 0 5 23 0 0 2 0 25 1 0 0 0 0 1

430-445 4 0 0 0 0 4 28 1 0 2 1 32 0 0 0 0 0 0

445-500 3 0 0 0 0 3 22 0 0 4 0 26 0 0 0 0 0 0

500-515 1 0 0 0 0 1 36 0 0 2 0 38 4 0 0 0 0 4

515-530 1 0 0 0 0 1 28 2 0 1 1 32 3 0 0 0 1 4

530-545 1 0 0 0 0 1 16 0 0 1 0 17 1 0 0 0 0 1

545-600 2 0 0 0 0 2 11 1 0 2 0 14 1 0 0 0 0 1

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 1 0 0 0 1 2 124 0 0 0 1 125 7 0 0 0 0 7

215-230 0 0 0 1 0 1 131 0 1 1 0 133 3 0 0 0 1 4

230-245 2 0 0 0 0 2 181 0 0 2 2 185 6 0 0 0 0 6

245-300 3 0 0 0 0 3 186 0 0 1 3 190 9 0 0 0 0 9

300-315 3 0 0 0 0 3 150 0 0 0 0 150 4 0 0 0 0 4

315-330 1 1 0 0 0 2 151 0 0 1 2 154 1 0 0 0 0 1

330-345 0 0 0 0 0 0 189 0 0 1 3 193 4 0 0 0 0 4

345-400 2 0 0 0 0 2 194 0 0 3 4 201 1 0 0 0 0 1

400-415 1 0 0 0 0 1 203 1 0 0 1 205 8 0 0 0 0 8

415-430 1 0 0 0 0 1 227 0 0 2 2 231 7 0 0 0 0 7

430-445 1 0 0 0 0 1 199 0 0 0 0 199 2 0 0 1 0 3

445-500 2 0 0 0 0 2 209 0 0 1 0 210 5 0 0 0 0 5

500-515 2 0 0 0 0 2 234 0 0 1 0 235 4 0 0 0 1 5

515-530 1 0 0 0 0 1 220 0 0 0 2 222 8 0 0 0 0 8

530-545 1 0 0 0 0 1 199 0 0 1 1 201 8 0 0 0 1 9

545-600 0 0 0 0 0 0 220 0 0 1 1 222 2 0 0 0 0 2

Page 27: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18,2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W ALONDRA BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 2 0 0 0 0 2 59 1 0 0 1 61 9 0 0 1 0 10

615-630 3 0 0 0 0 3 96 1 0 1 2 100 6 0 0 0 1 7

630-645 4 0 0 0 0 4 136 3 0 3 4 146 8 0 0 0 0 8

645-700 8 0 0 0 0 8 113 4 0 1 4 122 12 0 0 1 0 13

700-715 19 0 0 2 0 21 109 1 0 3 1 114 14 0 0 0 0 14

715-730 22 0 0 0 1 23 124 0 0 4 7 135 14 0 0 0 1 15

730-745 23 0 0 0 0 23 149 1 1 8 5 164 20 0 0 1 1 22

745-800 25 0 0 0 0 25 175 3 0 7 6 191 20 0 0 1 0 21

800-815 19 0 0 0 1 20 105 0 0 4 5 114 25 0 0 1 0 26

815-830 21 0 0 1 0 22 104 0 0 8 3 115 15 0 0 0 0 15

830-845 13 0 0 0 0 13 93 1 0 9 6 109 13 0 0 2 2 17

845-900 16 1 0 1 1 19 70 1 0 3 5 79 16 0 0 0 0 16

HOUR TOTALS

600-700 17 0 0 0 0 17 404 9 0 5 11 429 35 0 0 2 1 38

615-715 34 0 0 2 0 36 454 9 0 8 11 482 40 0 0 1 1 42

630-730 53 0 0 2 1 56 482 8 0 11 16 517 48 0 0 1 1 50

645-745 72 0 0 2 1 75 495 6 1 16 17 535 60 0 0 2 2 64

700-800 89 0 0 2 1 92 557 5 1 22 19 604 68 0 0 2 2 72

715-815 89 0 0 0 2 91 553 4 1 23 23 604 79 0 0 3 2 84

730-830 88 0 0 1 1 90 533 4 1 27 19 584 80 0 0 3 1 84

745-845 78 0 0 1 1 80 477 4 0 28 20 529 73 0 0 4 2 79

800-900 69 1 0 2 2 74 372 2 0 24 19 417 69 0 0 3 2 74

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 4 0 0 0 0 4 56 0 0 0 0 56 3 0 0 0 0 3

615-630 8 0 0 1 0 9 50 0 0 0 0 50 0 0 0 0 0 0

630-645 11 0 0 0 0 11 101 0 0 0 0 101 8 0 0 0 0 8

645-700 17 0 0 2 0 19 120 0 0 2 1 123 8 0 0 0 0 8

700-715 21 0 0 0 0 21 143 0 0 0 2 145 7 0 0 0 0 7

715-730 30 0 0 2 1 33 181 0 0 3 0 184 5 0 0 0 0 5

730-745 26 0 0 2 0 28 156 0 0 0 1 157 4 0 0 0 0 4

745-800 34 0 0 1 2 37 190 0 0 1 2 193 16 0 0 0 0 16

800-815 20 0 0 0 0 20 179 0 0 3 0 182 11 0 0 0 0 11

815-830 24 0 0 1 1 26 159 0 0 4 2 165 8 0 0 0 0 8

830-845 22 0 0 1 0 23 105 0 0 3 2 110 4 0 0 0 0 4

845-900 13 0 0 0 1 14 105 0 0 1 2 108 8 0 0 0 0 8

HOUR TOTALS

600-700 40 0 0 3 0 43 327 0 0 2 1 330 19 0 0 0 0 19

615-715 57 0 0 3 0 60 414 0 0 2 3 419 23 0 0 0 0 23

630-730 79 0 0 4 1 84 545 0 0 5 3 553 28 0 0 0 0 28

645-745 94 0 0 6 1 101 600 0 0 5 4 609 24 0 0 0 0 24

700-800 111 0 0 5 3 119 670 0 0 4 5 679 32 0 0 0 0 32

715-815 110 0 0 5 3 118 706 0 0 7 3 716 36 0 0 0 0 36

730-830 104 0 0 4 3 111 684 0 0 8 5 697 39 0 0 0 0 39

745-845 100 0 0 3 3 106 633 0 0 11 6 650 39 0 0 0 0 39

800-900 79 0 0 2 2 83 548 0 0 11 6 565 31 0 0 0 0 31

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 2 0 0 0 0 2 35 1 0 1 3 40 1 0 0 0 4 5

215-230 3 0 0 1 0 4 46 0 0 4 3 53 4 0 0 0 0 4

230-245 7 0 0 0 0 7 56 0 0 1 4 61 2 0 0 0 1 3

245-300 0 0 0 0 0 0 48 0 0 3 2 53 9 0 0 0 1 10

300-315 8 0 0 0 0 8 77 0 0 5 1 83 7 0 0 0 0 7

315-330 5 0 0 0 0 5 102 0 0 4 9 115 15 0 0 0 0 15

330-345 4 0 0 0 0 4 66 0 0 1 6 73 9 0 0 0 0 9

345-400 4 0 0 0 0 4 63 0 0 5 2 70 9 0 0 0 1 10

400-415 1 0 0 0 0 1 77 1 0 6 1 85 13 0 0 0 0 13

415-430 4 0 0 0 0 4 86 0 0 1 6 93 7 0 0 0 1 8

430-445 4 0 0 1 0 5 82 1 0 6 1 90 15 0 0 0 0 15

445-500 6 0 0 0 0 6 82 0 0 5 3 90 11 0 0 0 0 11

HOUR TOTALS

200-300 12 0 0 1 0 13 185 1 0 9 12 207 16 0 0 0 6 22

215-315 18 0 0 1 0 19 227 0 0 13 10 250 22 0 0 0 2 24

230-330 20 0 0 0 0 20 283 0 0 13 16 312 33 0 0 0 2 35

245-345 17 0 0 0 0 17 293 0 0 13 18 324 40 0 0 0 1 41

300-400 21 0 0 0 0 21 308 0 0 15 18 341 40 0 0 0 1 41

315-415 14 0 0 0 0 14 308 1 0 16 18 343 46 0 0 0 1 47

330-430 13 0 0 0 0 13 292 1 0 13 15 321 38 0 0 0 2 40

345-445 13 0 0 1 0 14 308 2 0 18 10 338 44 0 0 0 2 46

400-500 15 0 0 1 0 16 327 2 0 18 11 358 46 0 0 0 1 47

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 1 0 0 0 0 1 29 0 0 0 0 29 5 0 0 0 0 5

615-630 6 0 0 0 0 6 38 0 0 0 0 38 2 0 0 0 0 2

630-645 7 0 0 0 1 8 48 0 0 0 1 49 6 0 0 0 0 6

645-700 10 0 0 0 0 10 48 0 0 0 0 48 7 0 0 0 0 7

700-715 9 0 0 0 0 9 77 0 0 0 0 77 2 0 0 0 0 2

715-730 4 0 0 0 0 4 87 0 0 0 2 89 11 0 0 0 2 13

730-745 10 0 0 0 0 10 112 0 0 0 0 112 12 0 0 0 2 14

745-800 7 0 0 0 1 8 134 0 0 0 1 135 12 0 0 0 1 13

800-815 13 0 0 0 0 13 104 1 0 0 0 105 14 0 0 0 0 14

815-830 8 0 0 0 0 8 98 0 0 0 0 98 5 0 0 0 0 5

830-845 9 0 0 0 0 9 84 0 0 0 3 87 8 0 0 0 0 8

845-900 8 0 0 0 0 8 77 0 0 0 0 77 6 0 0 0 1 7

HOUR TOTALS

600-700 24 0 0 0 1 25 163 0 0 0 1 164 20 0 0 0 0 20

615-715 32 0 0 0 1 33 211 0 0 0 1 212 17 0 0 0 0 17

630-730 30 0 0 0 1 31 260 0 0 0 3 263 26 0 0 0 2 28

645-745 33 0 0 0 0 33 324 0 0 0 2 326 32 0 0 0 4 36

700-800 30 0 0 0 1 31 410 0 0 0 3 413 37 0 0 0 5 42

715-815 34 0 0 0 1 35 437 1 0 0 3 441 49 0 0 0 5 54

730-830 38 0 0 0 1 39 448 1 0 0 1 450 43 0 0 0 3 46

745-845 37 0 0 0 1 38 420 1 0 0 4 425 39 0 0 0 1 40

800-900 38 0 0 0 0 38 363 1 0 0 3 367 33 0 0 0 1 34

Page 28: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18,2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W ALONDRA BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 15 0 0 0 0 15 91 0 0 5 4 100 23 0 0 0 0 23

215-230 14 0 0 0 0 14 98 0 0 9 2 109 22 0 1 0 0 23

230-245 11 0 0 0 1 12 118 0 0 4 6 128 23 0 0 2 2 27

245-300 10 0 0 0 0 10 102 0 0 8 3 113 28 0 0 1 1 30

300-315 18 1 0 0 1 20 142 1 0 4 5 152 25 0 0 1 0 26

315-330 12 0 0 0 1 13 139 7 0 5 5 156 18 0 0 0 1 19

330-345 17 0 0 0 0 17 113 0 0 5 4 122 19 0 0 2 1 22

345-400 18 0 0 0 0 18 124 3 0 2 5 134 18 0 0 3 3 24

400-415 20 1 0 0 1 22 121 1 0 7 5 134 29 1 0 0 0 30

415-430 10 0 0 1 0 11 122 0 0 7 8 137 31 0 0 1 0 32

430-445 13 0 0 0 0 13 149 0 0 5 2 156 26 0 0 1 1 28

445-500 10 0 0 0 0 10 137 0 0 1 0 138 16 0 0 1 0 17

500-515 12 0 0 0 0 12 126 0 0 6 3 135 26 0 0 0 1 27

515-530 17 0 0 1 1 19 128 0 0 7 2 137 19 0 0 0 0 19

530-545 19 0 0 0 0 19 127 0 0 3 0 130 22 0 0 2 0 24

545-600 8 0 0 0 1 9 96 2 0 2 0 100 15 0 0 2 0 17

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 7 0 0 1 0 8 100 0 0 0 2 102 6 0 0 0 0 6

215-230 11 0 0 0 0 11 98 0 0 0 0 98 7 1 0 0 0 8

230-245 20 0 0 2 1 23 117 0 0 0 0 117 9 0 0 0 0 9

245-300 19 0 0 0 1 20 101 0 0 1 1 103 4 0 0 0 0 4

300-315 28 0 0 1 0 29 126 0 0 2 1 129 10 1 0 0 0 11

315-330 18 0 0 0 1 19 114 2 0 0 0 116 11 0 0 1 0 12

330-345 18 0 0 0 0 18 113 0 0 0 2 115 9 0 0 0 0 9

345-400 20 0 0 0 0 20 126 0 0 0 1 127 12 0 0 0 1 13

400-415 18 0 0 1 0 19 128 0 0 2 1 131 11 0 0 0 0 11

415-430 18 0 0 2 0 20 107 0 0 1 0 108 8 0 0 0 0 8

430-445 11 0 0 0 0 11 112 0 0 1 0 113 12 0 0 0 0 12

445-500 15 0 0 2 0 17 107 0 0 1 0 108 9 0 0 0 0 9

500-515 15 0 0 0 0 15 93 1 0 0 0 94 5 0 0 0 0 5

515-530 39 1 0 0 1 41 104 0 0 0 0 104 11 0 0 0 0 11

530-545 15 0 0 0 0 15 127 1 0 2 0 130 9 0 0 0 0 9

545-600 11 0 0 0 0 11 82 0 0 0 0 82 11 0 0 0 0 11

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 4 0 0 0 1 5 69 0 0 0 7 76 12 0 0 0 0 12

215-230 11 0 0 0 1 12 105 1 0 4 7 117 6 0 0 0 0 6

230-245 7 0 0 2 0 9 101 2 0 5 6 114 18 0 0 0 0 18

245-300 8 0 0 0 0 8 132 0 0 5 2 139 8 0 0 0 0 8

300-315 11 0 0 0 0 11 115 0 0 3 2 120 7 0 0 0 0 7

315-330 5 0 0 0 0 5 127 1 0 6 2 136 13 0 0 0 0 13

330-345 13 0 0 0 0 13 147 0 0 2 1 150 11 0 0 0 0 11

345-400 15 0 0 0 0 15 170 3 0 5 3 181 14 0 0 0 0 14

400-415 9 0 0 0 0 9 120 2 0 2 0 124 7 0 0 0 0 7

415-430 11 0 0 1 0 12 117 1 0 3 4 125 6 0 0 0 0 6

430-445 13 0 0 0 0 13 111 1 0 1 1 114 10 0 0 0 0 10

445-500 6 0 0 0 0 6 148 3 0 6 2 159 12 0 0 0 0 12

500-515 16 0 0 0 0 16 134 1 0 3 2 140 5 0 0 0 0 5

515-530 8 0 0 0 2 10 186 2 0 6 2 196 13 0 0 0 0 13

530-545 18 0 0 0 0 18 150 1 0 2 2 155 9 0 0 0 0 9

545-600 10 0 0 0 0 10 108 1 0 3 1 113 10 0 0 0 0 10

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 12 0 0 0 1 13 107 0 0 0 1 108 12 0 0 0 1 13

215-230 11 0 0 0 0 11 118 0 0 0 0 118 14 0 0 0 1 15

230-245 7 0 0 0 0 7 138 0 0 0 2 140 9 0 0 0 1 10

245-300 11 0 0 0 0 11 162 0 0 0 2 164 8 0 0 0 0 8

300-315 9 0 0 0 0 9 137 0 0 0 0 137 14 0 0 0 1 15

315-330 18 0 0 0 1 19 124 1 0 0 1 126 7 0 0 0 0 7

330-345 12 0 0 0 0 12 152 1 0 0 2 155 8 0 0 0 1 9

345-400 9 0 0 0 0 9 176 0 0 0 1 177 16 0 0 0 0 16

400-415 13 0 0 0 0 13 160 0 0 0 1 161 21 0 0 0 1 22

415-430 8 0 0 0 1 9 206 0 0 0 1 207 12 0 0 0 0 12

430-445 10 0 0 0 0 10 163 0 0 0 0 163 18 0 0 0 1 19

445-500 18 1 0 0 1 20 187 0 0 0 0 187 13 0 0 0 0 13

500-515 14 0 0 0 0 14 193 0 0 0 1 194 16 0 0 0 1 17

515-530 15 0 0 0 1 16 196 0 0 0 0 196 11 0 0 0 0 11

530-545 10 0 0 0 1 11 186 0 0 0 1 187 13 0 0 0 1 14

545-600 12 0 0 0 0 12 193 0 0 0 1 194 10 0 0 0 0 10

Page 29: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18,2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W ROSECRANS AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 7 0 0 1 0 8 2 0 0 0 0 2

615-630 0 0 0 0 0 0 9 1 0 0 1 11 2 0 0 0 1 3

630-645 0 0 0 0 0 0 18 1 0 0 0 19 13 0 0 1 0 14

645-700 0 0 0 0 0 0 16 1 0 1 2 20 10 0 0 0 1 11

700-715 0 0 0 0 0 0 19 0 0 0 3 22 6 0 0 0 1 7

715-730 0 0 0 0 0 0 16 0 0 1 1 18 10 0 0 0 0 10

730-745 0 0 0 0 0 0 43 2 1 1 0 47 27 0 0 0 1 28

745-800 0 0 0 0 0 0 30 0 1 1 0 32 28 0 1 0 0 29

800-815 0 0 0 0 0 0 20 0 0 2 4 26 11 0 0 0 2 13

815-830 0 0 0 0 0 0 14 0 0 2 3 19 5 0 0 0 0 5

830-845 0 0 0 0 0 0 10 0 0 0 3 13 7 1 0 0 0 8

845-900 0 0 0 0 0 0 16 0 0 2 4 22 8 0 0 0 0 8

HOUR TOTALS

600-700 0 0 0 0 0 0 50 3 0 2 3 58 27 0 0 1 2 30

615-715 0 0 0 0 0 0 62 3 0 1 6 72 31 0 0 1 3 35

630-730 0 0 0 0 0 0 69 2 0 2 6 79 39 0 0 1 2 42

645-745 0 0 0 0 0 0 94 3 1 3 6 107 53 0 0 0 3 56

700-800 0 0 0 0 0 0 108 2 2 3 4 119 71 0 1 0 2 74

715-815 0 0 0 0 0 0 109 2 2 5 5 123 76 0 1 0 3 80

730-830 0 0 0 0 0 0 107 2 2 6 7 124 71 0 1 0 3 75

745-845 0 0 0 0 0 0 74 0 1 5 10 90 51 1 1 0 2 55

800-900 0 0 0 0 0 0 60 0 0 6 14 80 31 1 0 0 2 34

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 10 0 0 0 0 10 0 0 0 0 0 0 3 0 0 0 0 3

615-630 19 0 0 0 1 20 0 0 0 0 0 0 7 0 0 0 0 7

630-645 33 0 0 0 1 34 0 0 0 0 0 0 7 0 0 0 0 7

645-700 26 0 0 0 1 27 0 0 0 0 0 0 16 0 0 1 0 17

700-715 24 0 0 0 2 26 0 0 0 0 0 0 10 0 0 0 0 10

715-730 30 0 0 0 0 30 0 0 0 0 0 0 15 0 0 0 0 15

730-745 39 0 0 0 2 41 0 0 0 0 0 0 22 0 0 0 0 22

745-800 44 0 0 0 0 44 0 0 0 0 0 0 13 0 0 0 0 13

800-815 19 0 0 1 2 22 0 0 0 0 0 0 10 0 0 0 0 10

815-830 19 0 0 0 3 22 0 0 0 0 0 0 10 0 0 0 0 10

830-845 21 0 0 1 0 22 0 0 0 0 0 0 7 1 0 0 0 8

845-900 14 0 0 1 2 17 0 0 0 0 0 0 6 0 0 0 0 6

HOUR TOTALS

600-700 88 0 0 0 3 91 0 0 0 0 0 0 33 0 0 1 0 34

615-715 102 0 0 0 5 107 0 0 0 0 0 0 40 0 0 1 0 41

630-730 113 0 0 0 4 117 0 0 0 0 0 0 48 0 0 1 0 49

645-745 119 0 0 0 5 124 0 0 0 0 0 0 63 0 0 1 0 64

700-800 137 0 0 0 4 141 0 0 0 0 0 0 60 0 0 0 0 60

715-815 132 0 0 1 4 137 0 0 0 0 0 0 60 0 0 0 0 60

730-830 121 0 0 1 7 129 0 0 0 0 0 0 55 0 0 0 0 55

745-845 103 0 0 2 5 110 0 0 0 0 0 0 40 1 0 0 0 41

800-900 73 0 0 3 7 83 0 0 0 0 0 0 33 1 0 0 0 34

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 1 0 0 0 0 1 6 0 0 0 0 6 0 0 0 0 0 0

215-230 1 0 0 0 0 1 9 0 0 1 1 11 0 0 0 0 0 0

230-245 4 0 0 0 0 4 15 0 0 0 1 16 0 0 0 0 0 0

245-300 4 0 0 0 0 4 17 0 0 3 3 23 0 0 0 0 0 0

300-315 3 0 0 0 0 3 21 0 0 0 1 22 0 0 0 0 0 0

315-330 11 0 0 0 0 11 24 0 0 0 5 29 0 0 0 0 0 0

330-345 2 0 0 0 0 2 49 0 0 0 1 50 0 0 0 0 0 0

345-400 5 0 0 0 0 5 34 0 0 1 2 37 0 0 0 0 0 0

400-415 3 0 0 0 0 3 30 0 0 0 3 33 0 0 0 0 0 0

415-430 3 0 0 0 0 3 28 0 0 1 0 29 0 0 0 0 0 0

430-445 4 0 0 0 0 4 12 1 0 1 1 15 0 0 0 0 0 0

445-500 6 0 0 0 0 6 15 0 0 1 1 17 0 0 0 0 0 0

HOUR TOTALS

200-300 10 0 0 0 0 10 47 0 0 4 5 56 0 0 0 0 0 0

215-315 12 0 0 0 0 12 62 0 0 4 6 72 0 0 0 0 0 0

230-330 22 0 0 0 0 22 77 0 0 3 10 90 0 0 0 0 0 0

245-345 20 0 0 0 0 20 111 0 0 3 10 124 0 0 0 0 0 0

300-400 21 0 0 0 0 21 128 0 0 1 9 138 0 0 0 0 0 0

315-415 21 0 0 0 0 21 137 0 0 1 11 149 0 0 0 0 0 0

330-430 13 0 0 0 0 13 141 0 0 2 6 149 0 0 0 0 0 0

345-445 15 0 0 0 0 15 104 1 0 3 6 114 0 0 0 0 0 0

400-500 16 0 0 0 0 16 85 1 0 3 5 94 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 30: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18,2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W ROSECRANS AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 19 0 0 2 1 22 15 0 0 2 2 19

215-230 0 0 0 0 0 0 19 0 0 3 2 24 26 1 0 2 1 30

230-245 0 0 0 0 0 0 18 1 0 2 5 26 19 0 0 0 0 19

245-300 0 0 0 0 0 0 20 0 0 1 3 24 15 0 0 1 0 16

300-315 0 0 0 0 0 0 33 0 0 2 3 38 16 0 0 1 1 18

315-330 0 0 0 0 0 0 20 3 0 0 4 27 21 0 0 0 0 21

330-345 0 0 0 0 0 0 27 0 0 1 1 29 26 0 0 1 1 28

345-400 0 0 0 0 0 0 19 1 0 3 1 24 21 0 0 0 0 21

400-415 0 0 0 0 0 0 18 0 0 2 2 22 15 0 0 0 0 15

415-430 0 0 0 0 0 0 20 0 0 1 0 21 17 0 0 1 1 19

430-445 0 0 0 0 0 0 22 0 0 3 1 26 12 0 0 0 0 12

445-500 0 0 0 0 0 0 20 0 0 1 0 21 20 1 0 1 0 22

500-515 0 0 0 0 0 0 30 0 0 5 2 37 19 1 0 0 0 20

515-530 0 0 0 0 0 0 20 0 0 0 1 21 20 0 0 0 1 21

530-545 0 0 0 0 0 0 21 0 0 2 3 26 10 0 0 0 0 10

545-600 0 0 0 0 0 0 23 0 0 1 0 24 19 0 0 1 0 20

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 22 1 0 2 3 28 0 0 0 0 0 0 11 0 0 1 0 12

215-230 26 0 0 1 0 27 0 0 0 0 0 0 17 0 0 0 0 17

230-245 24 0 0 0 1 25 0 0 0 0 0 0 12 0 0 0 1 13

245-300 18 0 0 1 0 19 0 0 0 0 0 0 24 0 0 0 0 24

300-315 23 0 0 0 2 25 0 0 0 0 0 0 21 0 0 0 0 21

315-330 16 0 0 0 0 16 0 0 0 0 0 0 12 0 0 0 0 12

330-345 13 0 0 0 1 14 0 0 0 0 0 0 17 0 0 0 1 18

345-400 11 0 0 0 2 13 0 0 0 0 0 0 10 0 0 0 1 11

400-415 25 0 0 0 2 27 0 0 0 0 0 0 17 0 0 0 0 17

415-430 16 0 0 2 0 18 0 0 0 0 0 0 19 0 0 0 0 19

430-445 19 0 0 0 0 19 0 0 0 0 0 0 16 0 0 0 0 16

445-500 15 0 0 0 1 16 0 0 0 0 0 0 15 0 0 0 1 16

500-515 24 0 0 2 0 26 0 0 0 0 0 0 19 0 0 1 0 20

515-530 18 0 0 1 2 21 0 0 0 0 0 0 14 0 0 0 0 14

530-545 13 0 0 0 1 14 0 0 0 0 0 0 10 0 0 0 0 10

545-600 18 0 0 0 0 18 0 0 0 0 0 0 8 0 0 0 0 8

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 9 0 0 0 0 9 24 0 0 1 2 27 0 0 0 0 0 0

215-230 7 0 0 0 0 7 20 0 0 1 3 24 0 0 0 0 0 0

230-245 7 0 0 0 1 8 21 0 0 1 1 23 0 0 0 0 0 0

245-300 8 0 0 1 0 9 23 0 0 2 1 26 0 0 0 0 0 0

300-315 13 0 0 0 0 13 30 0 0 1 3 34 0 0 0 0 0 0

315-330 9 0 0 0 0 9 22 0 0 5 4 31 0 0 0 0 0 0

330-345 12 0 0 0 0 12 27 0 0 1 0 28 0 0 0 0 0 0

345-400 11 0 0 0 1 12 22 1 0 1 1 25 0 0 0 0 0 0

400-415 8 0 0 0 0 8 26 0 0 0 1 27 0 0 0 0 0 0

415-430 14 0 0 0 0 14 27 0 0 1 4 32 0 0 0 0 0 0

430-445 5 0 0 0 0 5 20 1 0 0 3 24 0 0 0 0 0 0

445-500 9 0 0 0 0 9 26 0 0 1 0 27 0 0 0 0 0 0

500-515 6 0 0 0 0 6 36 0 0 0 0 36 0 0 0 0 0 0

515-530 11 0 0 0 0 11 38 1 0 0 1 40 0 0 0 0 0 0

530-545 4 0 0 0 0 4 28 1 0 0 0 29 0 0 0 0 0 0

545-600 7 0 0 0 0 7 23 0 0 0 0 23 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 31: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18,2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W ROSECRANS AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 10 0 0 0 2 12 67 1 0 0 2 70 0 0 0 0 0 0

615-630 7 0 0 0 0 7 101 2 0 3 2 108 0 0 0 0 0 0

630-645 6 0 0 0 0 6 146 2 0 2 3 153 0 0 0 0 0 0

645-700 3 0 0 0 1 4 124 2 0 3 1 130 0 0 0 0 0 0

700-715 10 0 0 0 0 10 128 1 0 2 2 133 0 0 0 0 0 0

715-730 12 0 0 1 0 13 152 0 0 5 3 160 0 0 0 0 0 0

730-745 20 0 0 0 0 20 194 1 1 7 4 207 0 0 0 0 0 0

745-800 16 0 0 1 1 18 193 3 0 5 4 205 0 0 0 0 0 0

800-815 5 0 0 0 0 5 165 1 0 6 7 179 0 0 0 0 0 0

815-830 8 0 0 1 1 10 116 0 1 8 2 127 0 0 0 0 0 0

830-845 12 0 0 0 1 13 95 0 0 5 4 104 0 0 0 0 0 0

845-900 14 0 0 0 0 14 90 1 0 3 2 96 0 0 0 0 0 0

HOUR TOTALS

600-700 26 0 0 0 3 29 438 7 0 8 8 461 0 0 0 0 0 0

615-715 26 0 0 0 1 27 499 7 0 10 8 524 0 0 0 0 0 0

630-730 31 0 0 1 1 33 550 5 0 12 9 576 0 0 0 0 0 0

645-745 45 0 0 1 1 47 598 4 1 17 10 630 0 0 0 0 0 0

700-800 58 0 0 2 1 61 667 5 1 19 13 705 0 0 0 0 0 0

715-815 53 0 0 2 1 56 704 5 1 23 18 751 0 0 0 0 0 0

730-830 49 0 0 2 2 53 668 5 2 26 17 718 0 0 0 0 0 0

745-845 41 0 0 2 3 46 569 4 1 24 17 615 0 0 0 0 0 0

800-900 39 0 0 1 2 42 466 2 1 22 15 506 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 63 1 0 1 3 68 6 0 0 0 0 6

215-230 0 0 0 0 0 0 76 0 0 3 2 81 7 0 0 0 0 7

230-245 0 0 0 0 0 0 93 0 0 3 1 97 7 0 0 0 0 7

245-300 0 0 0 0 0 0 91 0 0 1 1 93 15 0 0 0 0 15

300-315 0 0 0 0 0 0 122 0 0 2 2 126 12 0 0 0 0 12

315-330 0 0 0 0 0 0 159 0 0 4 7 170 19 0 0 0 0 19

330-345 0 0 0 0 0 0 169 0 0 3 6 178 31 0 0 0 0 31

345-400 0 0 0 0 0 0 105 0 0 1 3 109 20 0 0 0 0 20

400-415 0 0 0 0 0 0 115 1 0 3 3 122 29 0 0 0 0 29

415-430 0 0 0 0 0 0 99 0 0 2 3 104 18 0 0 0 0 18

430-445 0 0 0 0 0 0 103 1 0 2 2 108 21 4 0 0 0 25

445-500 0 0 0 0 0 0 80 0 0 4 3 87 10 0 0 0 1 11

HOUR TOTALS

200-300 0 0 0 0 0 0 323 1 0 8 7 339 35 0 0 0 0 35

215-315 0 0 0 0 0 0 382 0 0 9 6 397 41 0 0 0 0 41

230-330 0 0 0 0 0 0 465 0 0 10 11 486 53 0 0 0 0 53

245-345 0 0 0 0 0 0 541 0 0 10 16 567 77 0 0 0 0 77

300-400 0 0 0 0 0 0 555 0 0 10 18 583 82 0 0 0 0 82

315-415 0 0 0 0 0 0 548 1 0 11 19 579 99 0 0 0 0 99

330-430 0 0 0 0 0 0 488 1 0 9 15 513 98 0 0 0 0 98

345-445 0 0 0 0 0 0 422 2 0 8 11 443 88 4 0 0 0 92

400-500 0 0 0 0 0 0 397 2 0 11 11 421 78 4 0 0 1 83

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 5 0 0 0 0 5 0 0 0 0 0 0 12 0 0 0 0 12

615-630 16 0 0 0 0 16 0 0 0 0 0 0 15 0 0 0 0 15

630-645 16 0 0 0 0 16 0 0 0 0 0 0 14 0 0 0 0 14

645-700 18 0 0 0 0 18 0 0 0 0 0 0 14 0 0 0 0 14

700-715 16 0 0 0 0 16 0 0 0 0 0 0 25 0 0 1 1 27

715-730 19 0 0 0 1 20 0 0 0 0 0 0 20 0 0 0 3 23

730-745 41 0 0 0 0 41 0 0 0 0 0 0 18 0 0 1 0 19

745-800 47 0 0 1 0 48 0 0 0 0 0 0 12 0 0 1 0 13

800-815 20 0 0 1 0 21 0 0 0 0 0 0 22 0 0 0 1 23

815-830 32 0 0 0 1 33 0 0 0 0 0 0 16 0 0 0 1 17

830-845 20 0 0 0 1 21 0 0 0 0 0 0 13 0 0 1 0 14

845-900 19 0 0 0 0 19 0 0 0 0 0 0 13 0 0 0 0 13

HOUR TOTALS

600-700 55 0 0 0 0 55 0 0 0 0 0 0 55 0 0 0 0 55

615-715 66 0 0 0 0 66 0 0 0 0 0 0 68 0 0 1 1 70

630-730 69 0 0 0 1 70 0 0 0 0 0 0 73 0 0 1 4 78

645-745 94 0 0 0 1 95 0 0 0 0 0 0 77 0 0 2 4 83

700-800 123 0 0 1 1 125 0 0 0 0 0 0 75 0 0 3 4 82

715-815 127 0 0 2 1 130 0 0 0 0 0 0 72 0 0 2 4 78

730-830 140 0 0 2 1 143 0 0 0 0 0 0 68 0 0 2 2 72

745-845 119 0 0 2 2 123 0 0 0 0 0 0 63 0 0 2 2 67

800-900 91 0 0 1 2 94 0 0 0 0 0 0 64 0 0 1 2 67

Page 32: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18,2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W ROSECRANS AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 17 0 0 0 0 17 121 0 0 1 2 124 0 0 0 0 0 0

215-230 11 0 0 0 0 11 130 0 1 5 5 141 0 0 0 0 0 0

230-245 17 0 0 0 1 18 173 0 0 6 5 184 0 0 0 0 0 0

245-300 16 0 0 0 0 16 174 0 1 6 2 183 0 0 0 0 0 0

300-315 22 0 0 1 0 23 141 4 0 4 3 152 0 0 0 0 0 0

315-330 20 0 0 1 2 23 154 3 1 4 6 168 0 0 0 0 0 0

330-345 26 0 0 0 1 27 154 1 0 5 2 162 0 0 0 0 0 0

345-400 12 0 0 0 0 12 161 1 0 3 4 169 0 0 0 0 0 0

400-415 17 0 0 0 1 18 135 0 0 9 4 148 0 0 0 0 0 0

415-430 10 0 0 0 0 10 173 0 0 4 1 178 0 0 0 0 0 0

430-445 17 0 0 0 0 17 160 0 0 5 0 165 0 0 0 0 0 0

445-500 18 0 0 1 0 19 158 0 0 4 1 163 0 0 0 0 0 0

500-515 22 0 0 0 0 22 159 0 0 4 0 163 0 0 0 0 0 0

515-530 10 0 0 0 0 10 142 0 0 9 1 152 0 0 0 0 0 0

530-545 22 0 0 0 0 22 165 1 0 4 0 170 0 0 0 0 0 0

545-600 17 0 0 0 0 17 130 0 0 0 1 131 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 133 0 0 3 4 140 23 0 0 0 1 24

215-230 0 0 0 0 0 0 101 1 0 2 1 105 20 0 0 0 0 20

230-245 0 0 0 0 0 0 124 2 0 2 5 133 15 0 0 0 0 15

245-300 0 0 0 0 0 0 163 0 0 3 3 169 29 0 0 0 1 30

300-315 0 0 0 0 0 0 129 0 0 4 2 135 25 0 0 1 0 26

315-330 0 0 0 0 0 0 159 1 0 2 2 164 28 0 0 0 1 29

330-345 0 0 0 0 0 0 133 0 0 3 4 140 20 0 0 0 0 20

345-400 0 0 0 0 0 0 183 2 0 2 2 189 21 0 0 0 0 21

400-415 0 0 0 0 0 0 183 2 0 4 3 192 33 0 0 1 0 34

415-430 0 0 0 0 0 0 120 1 0 4 1 126 20 0 0 0 1 21

430-445 0 0 0 0 0 0 149 0 0 4 1 154 24 1 0 0 0 25

445-500 0 0 0 0 0 0 162 4 0 7 0 173 26 0 0 0 0 26

500-515 0 0 0 0 0 0 165 2 0 2 2 171 25 0 0 0 0 25

515-530 0 0 0 0 0 0 190 1 0 2 4 197 32 0 0 0 0 32

530-545 0 0 0 0 0 0 187 1 0 7 0 195 28 0 0 0 0 28

545-600 0 0 0 0 0 0 164 2 0 4 0 170 24 0 0 0 0 24

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 12 0 0 0 0 12 0 0 0 0 0 0 13 0 0 0 0 13

215-230 24 0 0 1 0 25 0 0 0 0 0 0 12 0 0 1 0 13

230-245 37 0 0 0 0 37 0 0 0 0 0 0 30 0 0 0 8 38

245-300 30 0 0 0 1 31 0 0 0 0 0 0 19 0 0 0 2 21

300-315 30 0 0 0 0 30 0 0 0 0 0 0 21 0 0 2 1 24

315-330 25 0 0 0 0 25 0 0 0 0 0 0 17 0 0 0 3 20

330-345 15 0 0 0 0 15 0 0 0 0 0 0 15 0 0 2 0 17

345-400 23 0 0 0 0 23 0 0 0 0 0 0 13 0 0 1 0 14

400-415 20 1 0 0 2 23 0 0 0 0 0 0 7 0 0 0 0 7

415-430 20 0 0 0 0 20 0 0 0 0 0 0 19 0 0 0 1 20

430-445 27 0 0 2 1 30 0 0 0 0 0 0 12 0 0 1 0 13

445-500 25 0 0 0 0 25 0 0 0 0 0 0 28 1 0 0 0 29

500-515 20 0 0 0 1 21 0 0 0 0 0 0 23 0 0 0 1 24

515-530 24 0 0 0 1 25 0 0 0 0 0 0 17 0 0 0 0 17

530-545 30 0 0 0 0 30 0 0 0 0 0 0 19 0 0 0 0 19

545-600 27 1 0 0 0 28 0 0 0 0 0 0 20 0 0 0 0 20

Page 33: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18,2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W IMPERIAL HIGHWAY

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 83 0 0 3 1 87 73 0 0 1 0 74 14 0 0 1 0 15

615-630 94 0 0 3 2 99 86 2 0 3 1 92 14 3 0 0 0 17

630-645 112 3 1 1 3 120 125 1 0 0 0 126 15 0 0 0 0 15

645-700 105 1 0 0 4 110 126 2 0 2 0 130 11 0 0 1 1 13

700-715 120 1 0 1 5 127 188 0 0 2 6 196 23 0 0 0 0 23

715-730 143 0 0 1 4 148 134 0 0 1 1 136 33 0 0 1 0 34

730-745 146 0 0 3 3 152 109 1 0 3 1 114 25 0 0 0 0 25

745-800 126 0 0 1 9 136 108 0 0 3 4 115 46 0 0 0 0 46

800-815 142 0 0 1 5 148 132 2 0 1 5 140 20 0 0 0 0 20

815-830 100 0 0 2 7 109 112 0 1 3 2 118 10 0 0 0 1 11

830-845 79 0 0 4 5 88 80 0 0 5 3 88 16 0 1 0 2 19

845-900 79 0 0 1 4 84 94 3 0 3 6 106 18 0 0 0 1 19

HOUR TOTALS

600-700 394 4 1 7 10 416 410 5 0 6 1 422 54 3 0 2 1 60

615-715 431 5 1 5 14 456 525 5 0 7 7 544 63 3 0 1 1 68

630-730 480 5 1 3 16 505 573 3 0 5 7 588 82 0 0 2 1 85

645-745 514 2 0 5 16 537 557 3 0 8 8 576 92 0 0 2 1 95

700-800 535 1 0 6 21 563 539 1 0 9 12 561 127 0 0 1 0 128

715-815 557 0 0 6 21 584 483 3 0 8 11 505 124 0 0 1 0 125

730-830 514 0 0 7 24 545 461 3 1 10 12 487 101 0 0 0 1 102

745-845 447 0 0 8 26 481 432 2 1 12 14 461 92 0 1 0 3 96

800-900 400 0 0 8 21 429 418 5 1 12 16 452 64 0 1 0 4 69

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 10 0 0 1 1 12 117 0 0 0 0 117 9 1 0 0 0 10

615-630 11 0 0 0 0 11 144 0 0 0 2 146 21 0 0 0 1 22

630-645 9 0 0 1 1 11 188 0 0 0 0 188 20 0 0 0 0 20

645-700 18 0 0 0 0 18 227 0 0 1 1 229 23 2 0 1 0 26

700-715 11 0 0 0 2 13 270 0 0 2 0 272 22 0 0 0 0 22

715-730 13 0 0 0 1 14 309 0 0 1 1 311 25 0 0 0 0 25

730-745 7 0 0 1 1 9 283 0 0 2 0 285 35 0 0 0 0 35

745-800 9 0 0 0 0 9 260 0 0 1 1 262 41 0 0 1 0 42

800-815 13 0 0 1 1 15 225 0 0 0 1 226 31 0 0 1 0 32

815-830 16 0 0 0 0 16 196 0 0 1 1 198 26 0 0 1 0 27

830-845 7 0 0 0 1 8 179 0 0 3 0 182 27 0 0 0 0 27

845-900 9 0 0 1 0 10 151 0 0 3 1 155 23 0 0 1 0 24

HOUR TOTALS

600-700 48 0 0 2 2 52 676 0 0 1 3 680 73 3 0 1 1 78

615-715 49 0 0 1 3 53 829 0 0 3 3 835 86 2 0 1 1 90

630-730 51 0 0 1 4 56 994 0 0 4 2 1000 90 2 0 1 0 93

645-745 49 0 0 1 4 54 1089 0 0 6 2 1097 105 2 0 1 0 108

700-800 40 0 0 1 4 45 1122 0 0 6 2 1130 123 0 0 1 0 124

715-815 42 0 0 2 3 47 1077 0 0 4 3 1084 132 0 0 2 0 134

730-830 45 0 0 2 2 49 964 0 0 4 3 971 133 0 0 3 0 136

745-845 45 0 0 1 2 48 860 0 0 5 3 868 125 0 0 3 0 128

800-900 45 0 0 2 2 49 751 0 0 7 3 761 107 0 0 3 0 110

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 5 0 0 0 0 5 53 1 0 2 0 56 38 0 0 7 0 45

215-230 6 0 0 0 0 6 97 0 0 2 1 100 27 0 0 4 1 32

230-245 8 0 0 0 1 9 121 0 0 4 4 129 21 0 0 5 2 28

245-300 16 1 0 0 0 17 120 0 0 4 4 128 31 0 2 8 2 43

300-315 12 0 0 0 1 13 160 9 0 3 4 176 37 0 1 7 3 48

315-330 14 0 0 0 1 15 170 0 0 5 4 179 50 0 0 3 2 55

330-345 12 0 0 1 1 14 163 0 0 6 2 171 40 0 1 4 2 47

345-400 13 0 0 1 0 14 119 1 0 5 3 128 55 0 0 0 2 57

400-415 13 0 0 1 0 14 124 4 0 7 3 138 31 0 0 2 1 34

415-430 8 0 0 0 1 9 113 0 0 4 0 117 36 0 0 10 1 47

430-445 12 0 0 0 2 14 90 0 0 10 3 103 36 0 0 1 2 39

445-500 16 0 0 0 0 16 110 0 0 2 2 114 29 0 2 2 1 34

HOUR TOTALS

200-300 35 1 0 0 1 37 391 1 0 12 9 413 117 0 2 24 5 148

215-315 42 1 0 0 2 45 498 9 0 13 13 533 116 0 3 24 8 151

230-330 50 1 0 0 3 54 571 9 0 16 16 612 139 0 3 23 9 174

245-345 54 1 0 1 3 59 613 9 0 18 14 654 158 0 4 22 9 193

300-400 51 0 0 2 3 56 612 10 0 19 13 654 182 0 2 14 9 207

315-415 52 0 0 3 2 57 576 5 0 23 12 616 176 0 1 9 7 193

330-430 46 0 0 3 2 51 519 5 0 22 8 554 162 0 1 16 6 185

345-445 46 0 0 2 3 51 446 5 0 26 9 486 158 0 0 13 6 177

400-500 49 0 0 1 3 53 437 4 0 23 8 472 132 0 2 15 5 154

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 53 0 0 0 0 53 71 0 0 0 0 71 53 0 0 1 1 55

615-630 43 0 0 3 0 46 63 0 0 0 0 63 69 0 0 9 3 81

630-645 31 0 0 2 1 34 84 0 0 2 2 88 78 0 0 0 0 78

645-700 26 1 0 2 0 29 80 0 0 2 1 83 93 0 0 1 4 98

700-715 32 0 0 1 1 34 119 3 0 2 0 124 108 0 1 0 2 111

715-730 27 0 0 1 0 28 113 0 0 0 0 113 143 0 1 2 3 149

730-745 39 0 0 4 1 44 100 0 0 0 1 101 94 0 0 3 0 97

745-800 64 1 0 5 1 71 128 0 0 0 3 131 95 0 0 0 1 96

800-815 34 1 0 5 2 42 107 3 0 0 0 110 78 1 2 4 3 88

815-830 30 1 0 4 3 38 100 0 0 1 1 102 67 0 0 2 7 76

830-845 45 0 1 3 2 51 81 0 0 3 0 84 79 0 1 3 3 86

845-900 43 0 0 3 5 51 87 0 0 0 1 88 77 1 0 2 3 83

HOUR TOTALS

600-700 153 1 0 7 1 162 298 0 0 4 3 305 293 0 0 11 8 312

615-715 132 1 0 8 2 143 346 3 0 6 3 358 348 0 1 10 9 368

630-730 116 1 0 6 2 125 396 3 0 6 3 408 422 0 2 3 9 436

645-745 124 1 0 8 2 135 412 3 0 4 2 421 438 0 2 6 9 455

700-800 162 1 0 11 3 177 460 3 0 2 4 469 440 0 2 5 6 453

715-815 164 2 0 15 4 185 448 3 0 0 4 455 410 1 3 9 7 430

730-830 167 3 0 18 7 195 435 3 0 1 5 444 334 1 2 9 11 357

745-845 173 3 1 17 8 202 416 3 0 4 4 427 319 1 3 9 14 346

800-900 152 2 1 15 12 182 375 3 0 4 2 384 301 2 3 11 16 333

Page 34: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18,2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W IMPERIAL HIGHWAY

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 58 0 1 7 8 74 108 0 1 2 3 114 23 0 0 1 1 25

215-230 96 0 0 6 5 107 131 0 0 3 8 142 31 0 0 0 2 33

230-245 74 0 0 2 1 77 131 1 0 2 4 138 26 0 0 1 0 27

245-300 74 2 0 3 2 81 142 0 0 5 6 153 20 0 1 0 0 21

300-315 84 0 0 3 4 91 123 0 0 2 3 128 31 0 0 0 0 31

315-330 115 0 0 1 2 118 147 2 0 1 8 158 32 0 0 1 0 33

330-345 103 0 0 4 1 108 121 0 0 3 6 130 26 0 0 1 0 27

345-400 103 0 0 3 2 108 133 0 0 0 3 136 30 0 0 0 1 31

400-415 114 0 0 0 0 114 140 0 0 8 0 148 40 1 0 0 0 41

415-430 80 0 0 0 0 80 146 0 0 2 9 157 28 0 0 1 0 29

430-445 99 0 0 4 3 106 150 3 0 4 0 157 32 0 0 0 0 32

445-500 92 1 0 0 1 94 146 0 0 3 4 153 41 0 0 1 0 42

500-515 87 1 0 0 0 88 127 1 0 2 5 135 24 1 0 0 0 25

515-530 114 1 0 0 2 117 143 1 0 5 3 152 38 0 0 0 0 38

530-545 90 0 0 0 1 91 145 0 0 2 3 150 23 0 0 0 0 23

545-600 99 3 0 2 2 106 150 0 0 1 3 154 31 0 0 1 1 33

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 9 0 0 1 0 10 116 0 0 0 1 117 19 0 0 1 0 20

215-230 4 0 0 0 0 4 124 0 0 2 2 128 15 0 0 0 0 15

230-245 16 0 0 0 0 16 119 1 0 1 0 121 19 0 0 0 0 19

245-300 16 0 0 2 1 19 158 0 0 1 2 161 23 0 0 0 0 23

300-315 18 0 0 0 1 19 162 0 0 1 0 163 25 0 0 0 1 26

315-330 12 0 1 1 1 15 136 0 0 0 0 136 20 0 0 1 0 21

330-345 12 0 0 0 0 12 139 0 0 1 0 140 10 0 0 1 0 11

345-400 11 0 0 0 0 11 175 0 0 0 2 177 10 0 0 0 0 10

400-415 18 0 0 0 0 18 127 1 0 0 0 128 19 0 0 0 0 19

415-430 8 0 0 0 0 8 146 0 0 1 0 147 15 0 0 1 1 17

430-445 6 0 0 0 0 6 161 0 0 0 0 161 18 0 0 1 0 19

445-500 11 0 0 0 0 11 131 0 0 0 0 131 19 1 0 1 0 21

500-515 8 0 0 0 0 8 125 0 0 1 3 129 20 0 0 0 0 20

515-530 8 0 0 0 0 8 149 0 0 0 1 150 26 0 0 0 0 26

530-545 10 0 0 0 0 10 155 0 0 2 0 157 26 0 0 0 0 26

545-600 16 0 0 0 0 16 114 0 0 0 0 114 18 0 0 0 0 18

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 29 0 0 0 2 31 103 0 0 1 0 104 43 0 0 8 0 51

215-230 28 0 0 0 2 30 105 0 0 2 4 111 57 0 0 2 2 61

230-245 28 0 0 1 0 29 142 1 0 2 7 152 45 0 0 1 1 47

245-300 35 0 0 0 0 35 167 4 0 3 2 176 55 0 0 5 4 64

300-315 33 1 0 2 1 37 149 1 0 4 1 155 70 1 1 2 1 75

315-330 38 0 0 1 1 40 132 1 0 6 2 141 80 1 1 3 2 87

330-345 24 0 0 2 0 26 173 0 0 1 0 174 62 0 0 2 2 66

345-400 40 0 0 0 0 40 185 0 0 4 1 190 35 0 0 2 0 37

400-415 36 0 0 0 0 36 179 3 0 4 1 187 44 5 0 2 0 51

415-430 35 0 0 3 1 39 164 0 0 4 2 170 84 0 0 1 0 85

430-445 26 0 0 0 0 26 171 1 0 6 1 179 50 1 0 1 2 54

445-500 41 0 0 0 0 41 217 0 0 5 3 225 60 3 0 3 1 67

500-515 30 0 0 1 1 32 169 0 0 1 3 173 46 0 0 0 0 46

515-530 28 0 0 0 1 29 187 0 0 0 2 189 29 1 0 0 1 31

530-545 31 0 0 0 0 31 171 2 0 6 1 180 48 0 0 0 1 49

545-600 31 0 0 2 0 33 135 1 0 1 0 137 31 0 0 2 0 33

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 48 0 0 6 1 55 159 3 0 7 1 170 78 1 0 8 6 93

215-230 44 4 0 13 1 62 172 2 0 6 2 182 99 5 1 6 5 116

230-245 44 1 0 1 1 47 217 1 0 4 5 227 105 0 0 8 3 116

245-300 85 0 0 5 5 95 273 3 1 13 9 299 143 1 2 15 13 174

300-315 51 0 0 5 3 59 241 2 0 9 4 256 156 0 0 6 2 164

315-330 63 0 1 6 1 71 287 1 2 7 16 313 157 2 0 11 3 173

330-345 36 0 0 8 1 45 273 1 1 9 5 289 174 2 0 14 9 199

345-400 37 0 0 1 1 39 336 0 1 9 4 350 171 0 0 10 6 187

400-415 43 1 0 4 1 49 265 3 0 0 4 272 131 1 0 6 6 144

415-430 59 3 0 6 1 69 359 2 1 4 2 368 155 0 0 5 3 163

430-445 30 0 0 4 0 34 329 2 1 5 2 339 131 0 0 3 3 137

445-500 41 6 0 7 2 56 347 2 0 15 7 371 140 0 1 4 4 149

500-515 40 0 0 2 0 42 294 1 0 6 2 303 102 0 0 2 1 105

515-530 29 0 0 3 0 32 268 0 0 2 1 271 98 2 0 4 2 106

530-545 41 0 0 5 2 48 299 1 0 0 3 303 117 0 0 10 2 129

545-600 32 0 0 3 0 35 309 2 0 5 2 318 97 0 0 1 0 98

Page 35: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 30, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W IMPERIAL HIGHWAY

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

615-630 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0

630-645 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

645-700 8 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0

700-715 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

715-730 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

730-745 11 0 0 1 0 12 0 0 0 0 0 0 0 0 0 0 0 0

745-800 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

800-815 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

815-830 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

830-845 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0

845-900 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 21 0 0 0 0 21 0 0 0 0 0 0 0 0 0 0 0 0

615-715 20 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0

630-730 16 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0

645-745 24 0 0 1 0 25 0 0 0 0 0 0 0 0 0 0 0 0

700-800 19 0 0 1 0 20 0 0 0 0 0 0 0 0 0 0 0 0

715-815 21 0 0 1 0 22 0 0 0 0 0 0 0 0 0 0 0 0

730-830 20 0 0 1 0 21 0 0 0 0 0 0 0 0 0 0 0 0

745-845 16 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0

800-900 17 0 0 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 1 0 0 0 0 1 149 0 0 0 1 150 0 0 0 0 0 0

615-630 1 0 0 0 0 1 179 1 0 2 1 183 0 0 0 0 0 0

630-645 4 0 0 0 0 4 222 1 0 2 2 227 0 0 0 0 0 0

645-700 5 0 0 0 0 5 253 1 0 0 2 256 0 0 0 0 0 0

700-715 12 0 0 1 0 13 321 0 0 2 3 326 0 0 0 0 0 0

715-730 15 0 0 1 0 16 322 0 0 2 2 326 0 0 0 0 0 0

730-745 8 0 0 0 0 8 350 0 0 0 0 350 0 0 0 0 0 0

745-800 10 0 0 0 0 10 261 0 0 2 0 263 0 0 0 0 0 0

800-815 9 0 0 0 0 9 292 0 0 3 3 298 0 0 0 0 0 0

815-830 11 0 0 0 0 11 215 0 0 3 1 219 0 0 0 0 0 0

830-845 13 0 0 0 0 13 228 0 0 3 1 232 0 0 0 0 0 0

845-900 4 0 0 0 0 4 170 0 0 3 1 174 0 0 0 0 0 0

HOUR TOTALS

600-700 11 0 0 0 0 11 803 3 0 4 6 816 0 0 0 0 0 0

615-715 22 0 0 1 0 23 975 3 0 6 8 992 0 0 0 0 0 0

630-730 36 0 0 2 0 38 1118 2 0 6 9 1135 0 0 0 0 0 0

645-745 40 0 0 2 0 42 1246 1 0 4 7 1258 0 0 0 0 0 0

700-800 45 0 0 2 0 47 1254 0 0 6 5 1265 0 0 0 0 0 0

715-815 42 0 0 1 0 43 1225 0 0 7 5 1237 0 0 0 0 0 0

730-830 38 0 0 0 0 38 1118 0 0 8 4 1130 0 0 0 0 0 0

745-845 43 0 0 0 0 43 996 0 0 11 5 1012 0 0 0 0 0 0

800-900 37 0 0 0 0 37 905 0 0 12 6 923 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

200-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 89 0 0 1 0 90 0 0 0 0 0 0

615-630 0 0 0 0 0 0 87 2 0 0 1 90 0 0 0 0 0 0

630-645 0 0 0 0 0 0 104 1 0 2 2 109 0 0 0 0 0 0

645-700 0 0 0 0 0 0 117 1 0 3 2 123 0 0 0 0 0 0

700-715 0 0 0 0 0 0 144 3 0 2 1 150 0 0 0 0 0 0

715-730 0 0 0 0 0 0 155 0 0 1 1 157 0 0 0 0 0 0

730-745 0 0 0 0 0 0 142 0 0 1 2 145 0 0 0 0 0 0

745-800 0 0 0 0 0 0 187 0 0 1 3 191 0 0 0 0 0 0

800-815 0 0 0 0 0 0 135 3 0 1 -1 138 0 0 0 0 0 0

815-830 0 0 0 0 0 0 123 0 0 1 4 128 0 0 0 0 0 0

830-845 0 0 0 0 0 0 114 0 1 2 4 121 0 0 0 0 0 0

845-900 0 0 0 0 0 0 116 0 0 1 2 119 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 397 4 0 6 5 412 0 0 0 0 0 0

615-715 0 0 0 0 0 0 452 7 0 7 6 472 0 0 0 0 0 0

630-730 0 0 0 0 0 0 520 5 0 8 6 539 0 0 0 0 0 0

645-745 0 0 0 0 0 0 558 4 0 7 6 575 0 0 0 0 0 0

700-800 0 0 0 0 0 0 628 3 0 5 7 643 0 0 0 0 0 0

715-815 0 0 0 0 0 0 619 3 0 4 5 631 0 0 0 0 0 0

730-830 0 0 0 0 0 0 587 3 0 4 8 602 0 0 0 0 0 0

745-845 0 0 0 0 0 0 559 3 1 5 10 578 0 0 0 0 0 0

800-900 0 0 0 0 0 0 488 3 1 5 9 506 0 0 0 0 0 0

Page 36: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 30, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W IMPERIAL HIGHWAY

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 8 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0

215-230 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0

230-245 8 0 0 0 1 9 0 0 0 0 0 0 0 0 0 0 0 0

245-300 8 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0

300-315 9 0 0 1 0 10 0 0 0 0 0 0 0 0 0 0 0 0

315-330 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

330-345 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

345-400 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

400-415 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0

415-430 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0

430-445 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

445-500 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

500-515 14 0 0 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0

515-530 10 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0

530-545 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

545-600 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 3 0 0 0 0 3 159 0 0 2 2 163 0 0 0 0 0 0

215-230 1 0 0 0 0 1 139 0 0 1 1 141 0 0 0 0 0 0

230-245 5 0 0 0 0 5 150 0 0 2 0 152 0 0 0 0 0 0

245-300 2 0 0 0 0 2 156 0 0 3 2 161 0 0 0 0 0 0

300-315 9 0 0 0 0 9 213 0 1 0 2 216 0 0 0 0 0 0

315-330 0 0 0 0 0 0 170 1 0 0 1 172 0 0 0 0 0 0

330-345 8 0 0 0 0 8 177 0 0 1 1 179 0 0 0 0 0 0

345-400 3 0 0 0 0 3 160 0 0 0 1 161 0 0 0 0 0 0

400-415 4 0 0 0 0 4 193 0 0 1 0 194 0 0 0 0 0 0

415-430 2 0 0 0 0 2 147 0 0 1 0 148 0 0 0 0 0 0

430-445 4 0 0 0 0 4 165 1 0 1 1 168 0 0 0 0 0 0

445-500 6 0 0 0 0 6 172 0 0 1 1 174 0 0 0 0 0 0

500-515 5 0 0 0 0 5 159 0 0 2 1 162 0 0 0 0 0 0

515-530 2 0 0 0 0 2 160 1 0 1 2 164 0 0 0 0 0 0

530-545 3 0 0 0 0 3 164 0 0 0 1 165 0 0 0 0 0 0

545-600 5 0 0 0 0 5 153 0 0 1 0 154 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 211 3 0 8 4 226 0 0 0 0 0 0

215-230 0 0 0 0 0 0 231 2 0 6 5 244 0 0 0 0 0 0

230-245 0 0 0 0 0 0 275 1 0 7 6 289 0 0 0 0 0 0

245-300 0 0 0 0 0 0 319 3 2 12 9 345 0 0 0 0 0 0

300-315 0 0 0 0 0 0 310 2 0 11 6 329 0 0 0 0 0 0

315-330 0 0 0 0 0 0 357 2 2 10 16 387 0 0 0 0 0 0

330-345 0 0 0 0 0 0 333 1 1 11 5 351 0 0 0 0 0 0

345-400 0 0 0 0 0 0 396 1 1 8 5 411 0 0 0 0 0 0

400-415 0 0 0 0 0 0 341 3 0 1 4 349 0 0 0 0 0 0

415-430 0 0 0 0 0 0 414 2 2 8 3 429 0 0 0 0 0 0

430-445 0 0 0 0 0 0 400 2 0 5 3 410 0 0 0 0 0 0

445-500 0 0 0 0 0 0 424 2 0 15 6 447 0 0 0 0 0 0

500-515 0 0 0 0 0 0 348 1 0 8 3 360 0 0 0 0 0 0

515-530 0 0 0 0 0 0 338 1 0 2 2 343 0 0 0 0 0 0

530-545 0 0 0 0 0 0 359 1 0 2 4 366 0 0 0 0 0 0

545-600 0 0 0 0 0 0 355 2 0 6 2 365 0 0 0 0 0 0

Page 37: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 30, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W FLORENCE AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 2 0 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0

615-630 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

630-645 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

645-700 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0

700-715 6 0 0 1 0 7 0 0 0 0 0 0 0 0 0 0 0 0

715-730 22 0 0 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0

730-745 23 0 0 0 0 23 0 0 0 0 0 0 0 0 0 0 0 0

745-800 22 0 0 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0

800-815 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

815-830 3 0 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0

830-845 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 11 0 0 1 0 12 0 0 0 0 0 0 0 0 0 0 0 0

615-715 15 0 0 1 0 16 0 0 0 0 0 0 0 0 0 0 0 0

630-730 35 0 0 1 0 36 0 0 0 0 0 0 0 0 0 0 0 0

645-745 56 0 0 1 0 57 0 0 0 0 0 0 0 0 0 0 0 0

700-800 73 0 0 1 0 74 0 0 0 0 0 0 0 0 0 0 0 0

715-815 69 0 0 0 0 69 0 0 0 0 0 0 0 0 0 0 0 0

730-830 50 0 0 0 1 51 0 0 0 0 0 0 0 0 0 0 0 0

745-845 28 0 0 0 1 29 0 0 0 0 0 0 0 0 0 0 0 0

800-900 6 0 0 0 1 7 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 2 0 0 0 0 2 140 0 0 0 0 140 0 0 0 0 0 0

615-630 1 0 0 0 0 1 184 0 0 0 0 184 0 0 0 0 0 0

630-645 4 0 0 0 0 4 176 0 0 2 2 180 0 0 0 0 0 0

645-700 4 0 0 0 0 4 193 0 0 1 4 198 0 0 0 0 0 0

700-715 9 0 0 0 0 9 233 0 0 1 2 236 0 0 0 0 0 0

715-730 5 0 0 0 0 5 267 0 0 2 2 271 0 0 0 0 0 0

730-745 6 0 0 0 0 6 259 1 1 2 3 266 0 0 0 0 0 0

745-800 4 0 0 0 0 4 241 0 0 2 2 245 0 0 0 0 0 0

800-815 0 0 0 1 0 1 213 0 0 1 0 214 0 0 0 0 0 0

815-830 3 0 0 0 1 4 185 0 1 2 0 188 0 0 0 0 0 0

830-845 2 0 0 0 0 2 142 0 0 2 2 146 0 0 0 0 0 0

845-900 2 0 0 0 0 2 135 0 0 2 3 140 0 0 0 0 0 0

HOUR TOTALS

600-700 11 0 0 0 0 11 693 0 0 3 6 702 0 0 0 0 0 0

615-715 18 0 0 0 0 18 786 0 0 4 8 798 0 0 0 0 0 0

630-730 22 0 0 0 0 22 869 0 0 6 10 885 0 0 0 0 0 0

645-745 24 0 0 0 0 24 952 1 1 6 11 971 0 0 0 0 0 0

700-800 24 0 0 0 0 24 1000 1 1 7 9 1018 0 0 0 0 0 0

715-815 15 0 0 1 0 16 980 1 1 7 7 996 0 0 0 0 0 0

730-830 13 0 0 1 1 15 898 1 2 7 5 913 0 0 0 0 0 0

745-845 9 0 0 1 1 11 781 0 1 7 4 793 0 0 0 0 0 0

800-900 7 0 0 1 1 9 675 0 1 7 5 688 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

200-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 100 1 0 0 3 104 0 0 0 0 0 0

615-630 0 0 0 0 0 0 121 0 0 0 0 121 0 0 0 0 0 0

630-645 0 0 0 0 0 0 158 1 0 1 5 165 0 0 0 0 0 0

645-700 0 0 0 0 0 0 188 0 0 2 3 193 0 0 0 0 0 0

700-715 0 0 0 0 0 0 197 0 0 1 1 199 0 0 0 0 0 0

715-730 0 0 0 0 0 0 192 1 0 0 1 194 0 0 0 0 0 0

730-745 0 0 0 0 0 0 218 0 0 1 2 221 0 0 0 0 0 0

745-800 0 0 0 0 0 0 201 1 0 1 1 204 0 0 0 0 0 0

800-815 0 0 0 0 0 0 199 0 0 2 8 209 0 0 0 0 0 0

815-830 0 0 0 0 0 0 170 2 0 3 4 179 0 0 0 0 0 0

830-845 0 0 0 0 0 0 159 0 0 0 3 162 0 0 0 0 0 0

845-900 0 0 0 0 0 0 185 2 0 4 7 198 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 567 2 0 3 11 583 0 0 0 0 0 0

615-715 0 0 0 0 0 0 664 1 0 4 9 678 0 0 0 0 0 0

630-730 0 0 0 0 0 0 735 2 0 4 10 751 0 0 0 0 0 0

645-745 0 0 0 0 0 0 795 1 0 4 7 807 0 0 0 0 0 0

700-800 0 0 0 0 0 0 808 2 0 3 5 818 0 0 0 0 0 0

715-815 0 0 0 0 0 0 810 2 0 4 12 828 0 0 0 0 0 0

730-830 0 0 0 0 0 0 788 3 0 7 15 813 0 0 0 0 0 0

745-845 0 0 0 0 0 0 729 3 0 6 16 754 0 0 0 0 0 0

800-900 0 0 0 0 0 0 713 4 0 9 22 748 0 0 0 0 0 0

Page 38: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 30, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W FLORENCE AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0

215-230 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0

230-245 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0

245-300 4 0 0 1 0 5 0 0 0 0 0 0 0 0 0 0 0 0

300-315 10 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0

315-330 10 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0

330-345 23 0 0 0 0 23 0 0 0 0 0 0 0 0 0 0 0 0

345-400 11 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0

400-415 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0

415-430 9 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0

430-445 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

445-500 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

500-515 10 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0

515-530 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0

530-545 9 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0

545-600 9 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 3 0 0 0 0 3 184 0 0 1 0 185 0 0 0 0 0 0

215-230 4 0 0 0 0 4 197 0 0 0 3 200 0 0 0 0 0 0

230-245 0 0 0 0 0 0 207 0 0 0 1 208 0 0 0 0 0 0

245-300 4 0 0 0 0 4 233 0 0 0 1 234 0 0 0 0 0 0

300-315 4 0 0 0 0 4 218 1 0 0 1 220 0 0 0 0 0 0

315-330 7 0 0 0 0 7 215 0 0 1 0 216 0 0 0 0 0 0

330-345 4 0 0 0 0 4 261 0 0 0 3 264 0 0 0 0 0 0

345-400 3 0 0 0 0 3 265 0 0 2 1 268 0 0 0 0 0 0

400-415 3 0 0 0 0 3 232 0 0 1 1 234 0 0 0 0 0 0

415-430 4 0 0 0 0 4 234 0 0 0 3 237 0 0 0 0 0 0

430-445 3 0 0 0 0 3 288 0 0 0 0 288 0 0 0 0 0 0

445-500 1 0 0 0 0 1 208 0 0 2 1 211 0 0 0 0 0 0

500-515 3 0 0 0 0 3 250 0 0 1 1 252 0 0 0 0 0 0

515-530 1 0 0 0 0 1 237 1 0 0 0 238 0 0 0 0 0 0

530-545 4 0 0 0 0 4 278 0 0 1 2 281 0 0 0 0 0 0

545-600 2 0 0 0 0 2 234 1 0 0 0 235 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 215 0 0 4 2 221 0 0 0 0 0 0

215-230 0 0 0 0 0 0 224 0 0 1 2 227 0 0 0 0 0 0

230-245 0 0 0 0 0 0 233 2 0 1 4 240 0 0 0 0 0 0

245-300 0 0 0 0 0 0 243 0 0 1 3 247 0 0 0 0 0 0

300-315 0 0 0 0 0 0 270 0 0 1 4 275 0 0 0 0 0 0

315-330 0 0 0 0 0 0 271 0 0 0 2 273 0 0 0 0 0 0

330-345 0 0 0 0 0 0 247 0 0 0 1 248 0 0 0 0 0 0

345-400 0 0 0 0 0 0 257 0 0 2 2 261 0 0 0 0 0 0

400-415 0 0 0 0 0 0 239 1 0 1 1 242 0 0 0 0 0 0

415-430 0 0 0 0 0 0 272 0 0 0 1 273 0 0 0 0 0 0

430-445 0 0 0 0 0 0 255 0 0 2 3 260 0 0 0 0 0 0

445-500 0 0 0 0 0 0 234 0 0 1 2 237 0 0 0 0 0 0

500-515 0 0 0 0 0 0 278 0 1 0 2 281 0 0 0 0 0 0

515-530 0 0 0 0 0 0 303 0 0 0 1 304 0 0 0 0 0 0

530-545 0 0 0 0 0 0 286 0 0 1 1 288 0 0 0 0 0 0

545-600 0 0 0 0 0 0 294 0 0 0 1 295 0 0 0 0 0 0

Page 39: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 30, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W FLORENCE AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 4 0 0 1 0 5 63 2 0 2 1 68 4 0 0 0 0 4

615-630 7 0 0 0 0 7 77 1 1 1 0 80 6 0 0 0 0 6

630-645 8 0 0 0 0 8 82 1 0 1 2 86 8 0 0 0 0 8

645-700 3 0 0 0 0 3 102 0 2 1 6 111 9 0 0 1 0 10

700-715 9 0 0 0 1 10 90 0 0 1 6 97 13 0 0 1 0 14

715-730 16 0 0 0 2 18 109 0 0 2 5 116 8 0 0 0 0 8

730-745 12 0 0 0 0 12 112 0 0 1 4 117 11 0 0 0 1 12

745-800 15 0 0 0 2 17 119 1 0 3 2 125 9 1 0 0 1 11

800-815 13 0 0 1 3 17 84 1 2 2 9 98 12 0 0 1 1 14

815-830 12 0 0 3 1 16 101 0 0 1 7 109 8 0 0 0 1 9

830-845 6 0 0 0 1 7 90 1 2 1 9 103 6 0 0 0 0 6

845-900 7 0 0 0 0 7 108 0 1 1 5 115 12 1 0 0 1 14

HOUR TOTALS

600-700 22 0 0 1 0 23 324 4 3 5 9 345 27 0 0 1 0 28

615-715 27 0 0 0 1 28 351 2 3 4 14 374 36 0 0 2 0 38

630-730 36 0 0 0 3 39 383 1 2 5 19 410 38 0 0 2 0 40

645-745 40 0 0 0 3 43 413 0 2 5 21 441 41 0 0 2 1 44

700-800 52 0 0 0 5 57 430 1 0 7 17 455 41 1 0 1 2 45

715-815 56 0 0 1 7 64 424 2 2 8 20 456 40 1 0 1 3 45

730-830 52 0 0 4 6 62 416 2 2 7 22 449 40 1 0 1 4 46

745-845 46 0 0 4 7 57 394 3 4 7 27 435 35 1 0 1 3 40

800-900 38 0 0 4 5 47 383 2 5 5 30 425 38 1 0 1 3 43

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 12 0 0 1 0 13 108 0 0 0 0 108 21 0 0 0 0 21

615-630 17 0 0 0 0 17 120 0 0 0 1 121 18 0 0 0 1 19

630-645 16 0 0 0 1 17 158 0 0 3 1 162 28 0 0 0 0 28

645-700 16 0 0 0 0 16 162 0 0 1 2 165 24 0 0 0 0 24

700-715 12 0 0 0 0 12 191 0 0 2 2 195 22 0 0 0 0 22

715-730 19 0 0 1 2 22 219 0 0 1 0 220 30 0 0 0 1 31

730-745 29 0 0 1 0 30 212 0 0 1 2 215 60 1 0 0 2 63

745-800 27 0 1 0 1 29 202 0 0 1 0 203 38 0 0 1 0 39

800-815 17 0 0 1 1 19 158 0 0 1 1 160 26 0 0 0 1 27

815-830 15 0 0 1 1 17 130 0 0 0 0 130 30 0 0 0 1 31

830-845 10 0 0 0 1 11 119 0 1 1 0 121 22 0 0 0 0 22

845-900 12 0 0 1 1 14 117 0 0 1 0 118 17 0 0 0 0 17

HOUR TOTALS

600-700 61 0 0 1 1 63 548 0 0 4 4 556 91 0 0 0 1 92

615-715 61 0 0 0 1 62 631 0 0 6 6 643 92 0 0 0 1 93

630-730 63 0 0 1 3 67 730 0 0 7 5 742 104 0 0 0 1 105

645-745 76 0 0 2 2 80 784 0 0 5 6 795 136 1 0 0 3 140

700-800 87 0 1 2 3 93 824 0 0 5 4 833 150 1 0 1 3 155

715-815 92 0 1 3 4 100 791 0 0 4 3 798 154 1 0 1 4 160

730-830 88 0 1 3 3 95 702 0 0 3 3 708 154 1 0 1 4 160

745-845 69 0 1 2 4 76 609 0 1 3 1 614 116 0 0 1 2 119

800-900 54 0 0 3 4 61 524 0 1 3 1 529 95 0 0 0 2 97

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 15 0 0 0 2 17 131 0 0 3 2 136 4 1 0 0 0 5

215-230 18 0 0 0 0 18 170 2 0 2 4 178 17 0 0 0 3 20

230-245 25 0 0 0 2 27 238 0 1 3 7 249 19 0 0 0 1 20

245-300 27 0 0 0 3 30 232 1 1 1 7 242 12 0 0 0 0 12

300-315 36 0 0 0 0 36 239 1 0 5 5 250 18 0 0 0 0 18

315-330 36 1 0 0 0 37 216 2 1 3 10 232 21 0 0 0 4 25

330-345 47 0 0 1 0 48 225 0 0 2 3 230 27 0 0 1 2 30

345-400 43 0 0 1 0 44 193 0 0 5 4 202 25 0 0 0 7 32

400-415 32 0 0 2 1 35 187 0 0 5 11 203 17 0 0 0 2 19

415-430 35 2 0 1 0 38 169 1 0 3 3 176 22 0 0 0 3 25

430-445 27 0 0 0 0 27 151 0 0 1 10 162 21 0 0 0 2 23

445-500 27 1 0 4 0 32 136 0 2 6 9 153 20 0 0 0 3 23

HOUR TOTALS

200-300 85 0 0 0 7 92 771 3 2 9 20 805 52 1 0 0 4 57

215-315 106 0 0 0 5 111 879 4 2 11 23 919 66 0 0 0 4 70

230-330 124 1 0 0 5 130 925 4 3 12 29 973 70 0 0 0 5 75

245-345 146 1 0 1 3 151 912 4 2 11 25 954 78 0 0 1 6 85

300-400 162 1 0 2 0 165 873 3 1 15 22 914 91 0 0 1 13 105

315-415 158 1 0 4 1 164 821 2 1 15 28 867 90 0 0 1 15 106

330-430 157 2 0 5 1 165 774 1 0 15 21 811 91 0 0 1 14 106

345-445 137 2 0 4 1 144 700 1 0 14 28 743 85 0 0 0 14 99

400-500 121 3 0 7 1 132 643 1 2 15 33 694 80 0 0 0 10 90

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 16 0 0 1 1 18 80 1 0 0 1 82 9 1 0 0 0 10

615-630 25 1 0 0 1 27 98 0 0 0 0 98 10 0 0 0 0 10

630-645 21 1 0 0 0 22 125 0 0 1 3 129 17 0 0 0 1 18

645-700 22 1 0 0 1 24 146 0 0 0 1 147 10 0 0 0 0 10

700-715 22 0 0 0 1 23 156 0 0 1 1 158 14 0 0 0 0 14

715-730 15 0 0 0 0 15 142 0 0 0 1 143 14 0 0 0 0 14

730-745 22 0 0 0 4 26 164 0 0 0 2 166 11 0 0 1 1 13

745-800 20 0 0 0 1 21 147 0 0 0 1 148 12 0 0 0 5 17

800-815 18 0 0 0 3 21 157 0 0 0 4 161 18 0 0 0 0 18

815-830 20 0 0 0 0 20 127 0 0 1 3 131 4 0 0 1 1 6

830-845 17 0 0 0 2 19 126 0 0 0 4 130 3 0 0 0 1 4

845-900 13 0 0 0 2 15 146 0 0 0 5 151 6 0 0 1 0 7

HOUR TOTALS

600-700 84 3 0 1 3 91 449 1 0 1 5 456 46 1 0 0 1 48

615-715 90 3 0 0 3 96 525 0 0 2 5 532 51 0 0 0 1 52

630-730 80 2 0 0 2 84 569 0 0 2 6 577 55 0 0 0 1 56

645-745 81 1 0 0 6 88 608 0 0 1 5 614 49 0 0 1 1 51

700-800 79 0 0 0 6 85 609 0 0 1 5 615 51 0 0 1 6 58

715-815 75 0 0 0 8 83 610 0 0 0 8 618 55 0 0 1 6 62

730-830 80 0 0 0 8 88 595 0 0 1 10 606 45 0 0 2 7 54

745-845 75 0 0 0 6 81 557 0 0 1 12 570 37 0 0 1 7 45

800-900 68 0 0 0 7 75 556 0 0 1 16 573 31 0 0 2 2 35

Page 40: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 30, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W FLORENCE AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 12 0 0 0 0 12 115 0 0 0 5 120 23 0 0 0 0 23

215-230 14 0 0 1 2 17 140 1 1 2 7 151 20 0 0 0 0 20

230-245 10 0 0 0 1 11 155 2 6 3 4 170 23 0 0 0 1 24

245-300 15 0 0 0 0 15 179 0 2 2 7 190 24 0 0 0 0 24

300-315 13 1 0 0 2 16 141 0 0 1 2 144 23 0 0 0 0 23

315-330 15 0 0 1 1 17 154 0 1 3 4 162 25 0 0 0 0 25

330-345 13 0 0 0 2 15 187 0 0 3 5 195 29 0 0 0 0 29

345-400 19 0 0 0 0 19 191 0 0 1 8 200 21 0 0 1 1 23

400-415 20 0 0 0 1 21 183 0 2 3 3 191 33 0 0 0 0 33

415-430 13 0 0 0 0 13 199 0 0 2 4 205 29 0 0 0 0 29

430-445 19 0 0 0 0 19 170 0 0 0 0 170 20 0 0 0 0 20

445-500 21 0 0 0 0 21 202 1 0 2 3 208 26 0 0 0 0 26

500-515 18 0 0 0 0 18 204 1 0 1 3 209 38 0 0 0 0 38

515-530 14 0 0 0 0 14 228 0 0 2 6 236 33 0 0 0 0 33

530-545 12 0 0 0 1 13 157 0 0 1 3 161 26 0 0 0 0 26

545-600 16 0 0 0 0 16 173 1 0 3 0 177 20 0 0 1 0 21

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 14 0 0 0 0 14 130 0 0 1 2 133 56 0 0 0 0 56

215-230 10 0 0 0 0 10 144 0 0 0 1 145 50 0 0 0 1 51

230-245 11 0 0 0 0 11 152 0 0 0 1 153 41 0 0 0 0 41

245-300 12 0 0 0 0 12 166 0 0 0 1 167 48 0 0 0 1 49

300-315 17 1 0 1 1 20 159 0 0 0 1 160 59 0 0 1 0 60

315-330 12 0 0 0 0 12 187 0 0 0 0 187 33 0 0 1 0 34

330-345 16 0 0 0 0 16 214 0 0 0 1 215 43 0 0 0 1 44

345-400 13 0 0 0 0 13 216 0 0 1 1 218 47 0 0 0 1 48

400-415 14 0 0 0 1 15 177 0 0 0 2 179 33 0 0 0 0 33

415-430 14 0 0 0 0 14 194 0 0 1 1 196 57 0 0 1 1 59

430-445 15 0 0 0 0 15 200 0 0 0 0 200 47 0 0 0 0 47

445-500 14 0 0 0 0 14 179 1 0 1 0 181 48 0 0 1 0 49

500-515 16 0 0 0 0 16 184 0 0 1 0 185 41 0 0 0 0 41

515-530 16 0 0 0 0 16 194 1 0 0 1 196 43 1 0 1 1 46

530-545 21 0 0 0 0 21 194 0 0 0 0 194 44 0 0 0 2 46

545-600 10 1 0 0 0 11 202 0 0 0 0 202 55 0 0 0 0 55

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 34 0 0 1 0 35 118 0 0 3 0 121 30 0 0 0 1 31

215-230 33 0 0 0 0 33 135 2 0 10 10 157 30 1 0 0 0 31

230-245 34 1 0 0 0 35 121 1 0 7 6 135 23 0 0 1 1 25

245-300 43 0 0 0 1 44 153 0 0 5 6 164 36 0 0 1 0 37

300-315 44 0 0 0 1 45 168 0 0 1 9 178 35 0 0 1 2 38

315-330 50 0 0 0 0 50 162 0 0 3 9 174 30 0 0 1 0 31

330-345 37 0 0 0 1 38 149 2 1 6 8 166 33 0 0 0 0 33

345-400 38 0 0 2 0 40 140 1 0 4 2 147 33 0 0 0 1 34

400-415 23 0 0 0 0 23 108 1 0 2 0 111 34 0 0 0 0 34

415-430 32 0 0 0 0 32 107 1 1 0 2 111 31 1 0 0 0 32

430-445 45 0 0 0 1 46 139 0 0 1 2 142 40 0 0 0 0 40

445-500 36 0 0 0 0 36 106 0 0 3 5 114 23 0 0 0 0 23

500-515 25 0 0 0 0 25 109 0 0 4 3 116 27 1 0 0 1 29

515-530 46 0 0 0 0 46 124 1 0 5 3 133 27 1 0 0 0 28

530-545 48 0 0 0 0 48 138 0 0 1 0 139 40 0 0 0 0 40

545-600 42 0 0 0 0 42 133 0 0 4 0 137 37 0 0 0 0 37

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 36 0 0 1 1 38 168 0 0 4 2 174 19 0 0 0 0 19

215-230 26 0 0 0 1 27 171 0 0 0 1 172 15 0 0 1 3 19

230-245 30 0 0 0 2 32 171 1 0 1 3 176 15 0 0 0 1 16

245-300 25 0 0 0 1 26 168 0 0 1 2 171 10 0 0 0 1 11

300-315 33 0 0 0 3 36 206 0 0 1 4 211 12 0 0 0 1 13

315-330 26 0 0 0 4 30 196 0 0 0 2 198 8 0 0 0 0 8

330-345 33 0 0 0 1 34 173 0 0 0 0 173 13 0 0 0 1 14

345-400 32 0 0 1 2 35 206 0 0 0 0 206 9 0 0 0 0 9

400-415 29 0 0 0 0 29 183 0 0 0 2 185 11 0 0 1 1 13

415-430 35 0 0 0 0 35 214 1 0 0 1 216 13 0 0 0 0 13

430-445 35 0 0 0 1 36 187 0 0 2 2 191 10 0 0 0 0 10

445-500 26 0 0 0 2 28 177 0 0 1 3 181 11 0 0 0 0 11

500-515 41 0 0 0 0 41 220 0 0 0 1 221 8 0 0 0 0 8

515-530 46 0 0 0 0 46 214 0 1 0 1 216 16 0 0 0 0 16

530-545 41 0 0 0 0 41 218 0 0 0 1 219 16 0 0 0 0 16

545-600 27 0 0 0 0 27 236 0 0 0 1 237 10 0 0 0 1 11

Page 41: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W SLAUSON AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

745-800 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0

800-815 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

845-900 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

615-715 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

630-730 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

645-745 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

700-800 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0

715-815 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0

730-830 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0

745-845 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0

800-900 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 1 0 0 0 0 1 144 0 1 3 4 152 0 0 0 0 0 0

615-630 3 0 0 1 0 4 134 0 1 2 8 145 0 0 0 0 0 0

630-645 1 0 0 0 0 1 158 1 0 5 6 170 0 0 0 0 0 0

645-700 1 0 0 0 0 1 198 1 0 4 2 205 0 0 0 0 0 0

700-715 2 0 0 0 1 3 214 6 0 5 1 226 0 0 0 0 0 0

715-730 0 0 0 0 0 0 213 6 0 4 2 225 0 0 0 0 0 0

730-745 0 0 0 0 0 0 225 6 0 3 3 237 0 0 0 0 0 0

745-800 1 0 0 1 0 2 223 9 0 13 3 248 0 0 0 0 0 0

800-815 7 0 0 0 1 8 205 4 0 12 4 225 0 0 0 0 0 0

815-830 4 0 0 0 0 4 199 5 0 5 7 216 0 0 0 0 0 0

830-845 1 1 0 1 0 3 187 8 2 10 3 210 0 0 0 0 0 0

845-900 1 0 0 1 0 2 152 8 1 9 2 172 0 0 0 0 0 0

HOUR TOTALS

600-700 6 0 0 1 0 7 634 2 2 14 20 672 0 0 0 0 0 0

615-715 7 0 0 1 1 9 704 8 1 16 17 746 0 0 0 0 0 0

630-730 4 0 0 0 1 5 783 14 0 18 11 826 0 0 0 0 0 0

645-745 3 0 0 0 1 4 850 19 0 16 8 893 0 0 0 0 0 0

700-800 3 0 0 1 1 5 875 27 0 25 9 936 0 0 0 0 0 0

715-815 8 0 0 1 1 10 866 25 0 32 12 935 0 0 0 0 0 0

730-830 12 0 0 1 1 14 852 24 0 33 17 926 0 0 0 0 0 0

745-845 13 1 0 2 1 17 814 26 2 40 17 899 0 0 0 0 0 0

800-900 13 1 0 2 1 17 743 25 3 36 16 823 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 13 0 0 0 1 14 0 0 0 0 0 0 0 0 0 0 0 0

215-230 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0

230-245 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0

245-300 7 0 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0

300-315 11 1 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0

315-330 3 0 0 1 0 4 0 0 0 0 0 0 0 0 0 0 0 0

330-345 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0

345-400 9 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0

400-415 6 0 0 0 1 7 0 0 0 0 0 0 0 0 0 0 0 0

415-430 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

430-445 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0

445-500 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

200-300 34 0 0 0 1 35 0 0 0 0 0 0 0 0 0 0 0 0

215-315 32 1 0 0 0 33 0 0 0 0 0 0 0 0 0 0 0 0

230-330 28 1 0 1 0 30 0 0 0 0 0 0 0 0 0 0 0 0

245-345 27 1 0 1 0 29 0 0 0 0 0 0 0 0 0 0 0 0

300-400 29 1 0 1 0 31 0 0 0 0 0 0 0 0 0 0 0 0

315-415 24 0 0 1 1 26 0 0 0 0 0 0 0 0 0 0 0 0

330-430 24 0 0 0 1 25 0 0 0 0 0 0 0 0 0 0 0 0

345-445 23 0 0 0 1 24 0 0 0 0 0 0 0 0 0 0 0 0

400-500 19 0 0 0 1 20 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 5 0 0 0 0 5 176 1 0 4 0 181 0 0 0 0 0 0

615-630 1 0 0 0 0 1 191 1 0 3 2 197 0 0 0 0 0 0

630-645 0 0 0 0 0 0 272 0 0 10 0 282 0 0 0 0 0 0

645-700 4 0 0 0 0 4 251 0 0 2 1 254 0 0 0 0 0 0

700-715 2 0 0 0 0 2 282 1 0 4 4 291 0 0 0 0 0 0

715-730 7 0 0 0 0 7 279 0 0 2 2 283 0 0 0 0 0 0

730-745 1 0 0 0 0 1 268 1 0 2 0 271 0 0 0 0 0 0

745-800 4 0 0 0 0 4 285 3 0 4 9 301 0 0 0 0 0 0

800-815 3 0 0 0 0 3 231 0 0 7 8 246 0 0 0 0 0 0

815-830 2 0 0 0 0 2 169 1 1 3 7 181 0 0 0 0 0 0

830-845 1 0 0 0 0 1 198 1 0 4 6 209 0 0 0 0 0 0

845-900 2 0 0 0 0 2 209 0 0 6 8 223 0 0 0 0 0 0

HOUR TOTALS

600-700 10 0 0 0 0 10 890 2 0 19 3 914 0 0 0 0 0 0

615-715 7 0 0 0 0 7 996 2 0 19 7 1024 0 0 0 0 0 0

630-730 13 0 0 0 0 13 1084 1 0 18 7 1110 0 0 0 0 0 0

645-745 14 0 0 0 0 14 1080 2 0 10 7 1099 0 0 0 0 0 0

700-800 14 0 0 0 0 14 1114 5 0 12 15 1146 0 0 0 0 0 0

715-815 15 0 0 0 0 15 1063 4 0 15 19 1101 0 0 0 0 0 0

730-830 10 0 0 0 0 10 953 5 1 16 24 999 0 0 0 0 0 0

745-845 10 0 0 0 0 10 883 5 1 18 30 937 0 0 0 0 0 0

800-900 8 0 0 0 0 8 807 2 1 20 29 859 0 0 0 0 0 0

Page 42: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W SLAUSON AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

215-230 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

230-245 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

245-300 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

300-315 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

315-330 1 2 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

345-400 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

400-415 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0

415-430 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

430-445 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

445-500 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

500-515 2 0 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0

515-530 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

530-545 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

545-600 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 1 0 0 0 1 213 9 0 3 3 228 0 0 0 0 0 0

215-230 2 0 0 1 0 3 201 5 1 3 5 215 0 0 0 0 0 0

230-245 1 0 0 0 0 1 226 8 0 2 4 240 0 0 0 0 0 0

245-300 0 0 0 0 0 0 271 3 0 8 7 289 0 0 0 0 0 0

300-315 2 0 0 0 0 2 258 9 0 5 4 276 0 0 0 0 0 0

315-330 1 0 0 0 0 1 234 8 0 4 6 252 0 0 0 0 0 0

330-345 2 0 0 0 0 2 234 5 0 4 2 245 0 0 0 0 0 0

345-400 5 0 0 0 0 5 272 6 0 12 6 296 0 0 0 0 0 0

400-415 1 0 0 0 0 1 255 7 0 1 3 266 0 0 0 0 0 0

415-430 4 0 0 1 0 5 277 6 0 3 2 288 0 0 0 0 0 0

430-445 1 2 0 0 0 3 298 2 1 2 4 307 0 0 0 0 0 0

445-500 1 0 0 0 0 1 295 6 0 0 2 303 0 0 0 0 0 0

500-515 2 1 0 0 0 3 295 5 0 4 5 309 0 0 0 0 0 0

515-530 0 0 0 0 0 0 257 2 0 2 1 262 0 0 0 0 0 0

530-545 2 0 0 0 0 2 258 3 0 2 3 266 0 0 0 0 0 0

545-600 1 0 0 0 0 1 258 1 0 2 4 265 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0

215-230 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

230-245 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0

245-300 1 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0

300-315 8 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0

315-330 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0

330-345 4 0 0 1 1 6 0 0 0 0 0 0 0 0 0 0 0 0

345-400 8 1 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0

400-415 9 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0

415-430 4 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0

430-445 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0

445-500 4 1 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0

500-515 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0

515-530 6 0 0 1 0 7 0 0 0 0 0 0 0 0 0 0 0 0

530-545 5 1 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0

545-600 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 3 0 0 0 0 3 198 2 0 4 11 215 0 0 0 0 0 0

215-230 0 0 0 0 0 0 215 1 0 6 13 235 0 0 0 0 0 0

230-245 4 0 0 0 0 4 253 1 0 8 6 268 0 0 0 0 0 0

245-300 2 0 0 0 0 2 220 3 1 11 4 239 0 0 0 0 0 0

300-315 4 0 0 0 1 5 233 0 0 15 2 250 0 0 0 0 0 0

315-330 3 0 0 0 0 3 221 2 0 11 8 242 0 0 0 0 0 0

330-345 2 0 0 1 0 3 244 1 0 5 3 253 0 0 0 0 0 0

345-400 3 0 0 0 1 4 299 3 0 13 1 316 0 0 0 0 0 0

400-415 2 0 0 0 0 2 251 2 0 6 1 260 0 0 0 0 0 0

415-430 2 0 0 0 0 2 274 1 0 1 3 279 0 0 0 0 0 0

430-445 0 0 0 0 0 0 266 1 0 7 6 280 0 0 0 0 0 0

445-500 1 0 0 0 0 1 248 0 0 3 1 252 0 0 0 0 0 0

500-515 4 0 0 1 0 5 295 1 0 2 0 298 0 0 0 0 0 0

515-530 2 0 0 0 0 2 289 0 0 5 3 297 0 0 0 0 0 0

530-545 1 0 0 1 0 2 289 0 0 1 1 291 0 0 0 0 0 0

545-600 0 0 0 0 0 0 254 0 0 4 1 259 0 0 0 0 0 0

Page 43: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: WEDNESDAY SEPTEMBER 17, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W SLAUSON AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 9 1 0 0 0 10 46 1 0 2 0 49 7 0 0 1 0 8

615-630 21 0 0 1 1 23 43 1 0 1 2 47 6 0 0 0 2 8

630-645 12 0 0 3 0 15 43 0 0 3 0 46 10 0 0 1 0 11

645-700 25 0 0 1 2 28 65 0 0 4 2 71 8 0 0 0 0 8

700-715 19 0 0 0 2 21 76 0 0 1 0 77 7 0 0 0 0 7

715-730 14 1 0 2 2 19 68 0 0 1 3 72 12 0 0 0 0 12

730-745 19 0 0 3 1 23 77 0 0 0 5 82 11 0 0 0 0 11

745-800 14 0 0 0 1 15 64 0 0 0 6 70 8 0 0 1 2 11

800-815 19 0 0 1 2 22 67 1 0 2 4 74 11 0 0 1 1 13

815-830 20 0 0 1 0 21 55 0 0 1 6 62 11 0 0 0 1 12

830-845 13 0 0 2 3 18 63 2 0 2 4 71 10 0 1 0 1 12

845-900 20 0 0 0 2 22 71 0 0 2 6 79 17 0 0 0 1 18

HOUR TOTALS

600-700 67 1 0 5 3 76 197 2 0 10 4 213 31 0 0 2 2 35

615-715 77 0 0 5 5 87 227 1 0 9 4 241 31 0 0 1 2 34

630-730 70 1 0 6 6 83 252 0 0 9 5 266 37 0 0 1 0 38

645-745 77 1 0 6 7 91 286 0 0 6 10 302 38 0 0 0 0 38

700-800 66 1 0 5 6 78 285 0 0 2 14 301 38 0 0 1 2 41

715-815 66 1 0 6 6 79 276 1 0 3 18 298 42 0 0 2 3 47

730-830 72 0 0 5 4 81 263 1 0 3 21 288 41 0 0 2 4 47

745-845 66 0 0 4 6 76 249 3 0 5 20 277 40 0 1 2 5 48

800-900 72 0 0 4 7 83 256 3 0 7 20 286 49 0 1 1 4 55

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 12 0 0 1 1 14 118 0 1 2 3 124 4 0 0 0 0 4

615-630 5 0 0 0 1 6 110 0 1 0 4 115 9 0 0 2 1 12

630-645 10 0 0 0 0 10 154 1 0 3 4 162 4 0 0 2 1 7

645-700 16 0 0 0 1 17 193 0 0 4 4 201 8 0 0 0 0 8

700-715 15 0 0 0 0 15 187 7 0 4 1 199 12 0 0 1 0 13

715-730 8 0 0 0 0 8 178 5 1 3 0 187 12 0 0 1 0 13

730-745 11 0 0 0 0 11 215 7 0 5 0 227 10 0 0 1 0 11

745-800 17 0 0 1 3 21 203 7 0 9 2 221 16 0 0 2 0 18

800-815 14 0 0 1 6 21 192 4 0 8 2 206 12 1 0 2 0 15

815-830 21 1 0 0 0 22 150 3 0 2 1 156 7 0 0 2 0 9

830-845 9 0 0 1 1 11 176 8 2 9 5 200 8 0 0 3 0 11

845-900 12 0 1 3 0 16 134 7 0 4 1 146 14 0 0 3 0 17

HOUR TOTALS

600-700 43 0 0 1 3 47 575 1 2 9 15 602 25 0 0 4 2 31

615-715 46 0 0 0 2 48 644 8 1 11 13 677 33 0 0 5 2 40

630-730 49 0 0 0 1 50 712 13 1 14 9 749 36 0 0 4 1 41

645-745 50 0 0 0 1 51 773 19 1 16 5 814 42 0 0 3 0 45

700-800 51 0 0 1 3 55 783 26 1 21 3 834 50 0 0 5 0 55

715-815 50 0 0 2 9 61 788 23 1 25 4 841 50 1 0 6 0 57

730-830 63 1 0 2 9 75 760 21 0 24 5 810 45 1 0 7 0 53

745-845 61 1 0 3 10 75 721 22 2 28 10 783 43 1 0 9 0 53

800-900 56 1 1 5 7 70 652 22 2 23 9 708 41 1 0 10 0 52

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 4 0 0 1 0 5 98 0 0 4 3 105 3 0 0 0 0 3

215-230 7 0 0 0 0 7 113 1 2 2 3 121 11 0 0 0 0 11

230-245 7 0 0 0 0 7 115 0 2 1 4 122 6 0 0 1 0 7

245-300 9 0 0 0 0 9 158 3 0 4 0 165 7 0 0 0 2 9

300-315 7 1 0 0 1 9 135 2 0 2 0 139 12 0 0 0 0 12

315-330 8 0 0 0 0 8 160 2 0 4 8 174 12 0 0 0 0 12

330-345 9 0 0 0 1 10 143 0 0 1 0 144 10 0 0 0 1 11

345-400 10 0 0 0 0 10 123 0 0 3 5 131 16 0 0 0 0 16

400-415 12 1 0 0 2 15 123 5 0 3 1 132 16 0 0 3 0 19

415-430 9 0 0 0 0 9 132 1 0 4 3 140 16 0 0 1 0 17

430-445 13 2 0 0 0 15 106 2 0 1 0 109 17 0 0 2 0 19

445-500 6 0 0 0 0 6 94 0 0 2 3 99 15 0 0 0 1 16

HOUR TOTALS

200-300 27 0 0 1 0 28 484 4 4 11 10 513 27 0 0 1 2 30

215-315 30 1 0 0 1 32 521 6 4 9 7 547 36 0 0 1 2 39

230-330 31 1 0 0 1 33 568 7 2 11 12 600 37 0 0 1 2 40

245-345 33 1 0 0 2 36 596 7 0 11 8 622 41 0 0 0 3 44

300-400 34 1 0 0 2 37 561 4 0 10 13 588 50 0 0 0 1 51

315-415 39 1 0 0 3 43 549 7 0 11 14 581 54 0 0 3 1 58

330-430 40 1 0 0 3 44 521 6 0 11 9 547 58 0 0 4 1 63

345-445 44 3 0 0 2 49 484 8 0 11 9 512 65 0 0 6 0 71

400-500 40 3 0 0 2 45 455 8 0 10 7 480 64 0 0 6 1 71

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 3 0 0 0 0 3 170 1 0 4 0 175 13 0 0 2 1 16

615-630 6 0 0 0 1 7 209 1 0 3 0 213 19 1 0 1 1 22

630-645 9 0 0 0 0 9 230 0 0 7 0 237 19 0 0 0 0 19

645-700 11 0 0 0 0 11 238 0 0 3 1 242 25 0 0 1 0 26

700-715 8 0 0 0 0 8 269 0 0 5 4 278 22 0 0 3 2 27

715-730 10 0 0 1 1 12 299 1 0 3 4 307 19 0 0 2 2 23

730-745 12 0 0 2 0 14 253 1 0 2 0 256 29 0 0 0 1 30

745-800 7 0 0 0 1 8 228 1 0 3 4 236 17 0 0 2 1 20

800-815 13 0 0 0 2 15 213 2 0 5 6 226 32 0 0 1 2 35

815-830 8 0 0 0 0 8 195 0 0 5 7 207 25 0 0 1 0 26

830-845 10 0 0 0 0 10 158 1 0 4 6 169 12 0 0 1 2 15

845-900 7 0 0 1 0 8 157 0 0 4 5 166 26 0 0 2 2 30

HOUR TOTALS

600-700 29 0 0 0 1 30 847 2 0 17 1 867 76 1 0 4 2 83

615-715 34 0 0 0 1 35 946 1 0 18 5 970 85 1 0 5 3 94

630-730 38 0 0 1 1 40 1036 1 0 18 9 1064 85 0 0 6 4 95

645-745 41 0 0 3 1 45 1059 2 0 13 9 1083 95 0 0 6 5 106

700-800 37 0 0 3 2 42 1049 3 0 13 12 1077 87 0 0 7 6 100

715-815 42 0 0 3 4 49 993 5 0 13 14 1025 97 0 0 5 6 108

730-830 40 0 0 2 3 45 889 4 0 15 17 925 103 0 0 4 4 111

745-845 38 0 0 0 3 41 794 4 0 17 23 838 86 0 0 5 5 96

800-900 38 0 0 1 2 41 723 3 0 18 24 768 95 0 0 5 6 106

Page 44: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: WEDNESDAY SEPTEMBER 17, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W SLAUSON AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 19 0 0 1 2 22 99 0 1 0 2 102 18 0 0 1 3 22

215-230 24 0 0 2 2 28 101 2 0 4 5 112 18 0 0 0 2 20

230-245 25 0 0 2 1 28 103 1 0 0 3 107 23 0 0 0 1 24

245-300 20 0 0 1 1 22 92 0 1 4 3 100 13 0 0 0 0 13

300-315 23 0 0 4 2 29 113 0 0 4 0 117 19 0 0 1 0 20

315-330 16 0 0 4 1 21 112 0 0 3 4 119 19 1 0 1 0 21

330-345 21 0 0 3 0 24 115 0 0 4 1 120 27 0 0 3 0 30

345-400 24 0 0 0 0 24 137 0 0 4 2 143 22 0 0 2 1 25

400-415 23 0 0 2 0 25 127 0 0 5 2 134 20 0 0 0 0 20

415-430 21 0 0 2 1 24 132 0 0 6 1 139 30 0 0 1 0 31

430-445 26 0 0 1 0 27 111 0 0 3 1 115 21 0 0 0 0 21

445-500 18 0 0 2 0 20 117 1 0 2 2 122 15 0 0 0 0 15

500-515 18 0 0 1 0 19 124 0 0 5 0 129 25 1 0 1 0 27

515-530 26 0 0 0 0 26 123 0 0 1 1 125 22 0 0 0 0 22

530-545 26 0 0 0 0 26 135 0 0 2 0 137 15 0 0 1 0 16

545-600 26 0 0 0 0 26 136 0 0 2 1 139 20 0 0 0 0 20

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 7 0 0 0 0 7 196 5 0 2 3 206 17 1 0 0 0 18

215-230 8 0 0 0 2 10 191 5 1 3 3 203 16 0 0 2 0 18

230-245 7 0 0 0 0 7 207 4 0 4 2 217 13 2 0 1 1 17

245-300 8 0 0 1 1 10 237 6 0 3 6 252 19 1 0 1 1 22

300-315 14 0 0 0 0 14 224 6 0 4 2 236 22 0 0 0 1 23

315-330 9 0 0 1 1 11 226 5 0 3 3 237 18 5 0 1 1 25

330-345 15 0 0 2 0 17 221 6 0 5 2 234 22 0 0 1 0 23

345-400 4 0 0 1 0 5 205 4 0 3 8 220 13 2 0 1 1 17

400-415 9 0 0 0 0 9 237 6 0 2 2 247 17 1 0 1 0 19

415-430 4 0 0 0 0 4 298 5 0 2 0 305 19 0 0 2 0 21

430-445 10 0 0 0 0 10 289 2 1 2 2 296 23 1 0 1 1 26

445-500 4 0 0 0 0 4 240 4 0 1 5 250 18 0 0 0 1 19

500-515 11 0 0 0 0 11 253 4 0 4 3 264 22 0 0 0 0 22

515-530 5 0 0 0 0 5 241 3 0 2 2 248 10 0 0 0 0 10

530-545 9 0 0 1 0 10 281 2 0 1 2 286 18 0 0 0 0 18

545-600 12 0 0 0 0 12 219 2 0 3 2 226 13 0 0 0 0 13

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 10 2 0 0 0 12 115 5 0 5 2 127 13 0 0 0 2 15

215-230 14 1 0 2 0 17 102 4 0 0 2 108 18 0 0 2 1 21

230-245 10 1 0 3 1 15 111 2 0 2 2 117 11 0 0 1 0 12

245-300 11 1 0 3 0 15 102 2 0 0 2 106 14 0 0 0 0 14

300-315 10 0 0 0 0 10 100 4 0 2 0 106 6 0 0 0 0 6

315-330 10 1 0 3 2 16 123 3 0 3 3 132 10 0 0 0 0 10

330-345 15 2 0 0 0 17 136 9 0 0 0 145 20 0 0 0 0 20

345-400 12 1 0 0 0 13 109 4 0 3 3 119 14 0 0 0 0 14

400-415 12 1 0 0 0 13 126 2 0 3 2 133 11 0 0 0 0 11

415-430 8 1 0 1 1 11 101 2 0 0 1 104 14 0 0 0 0 14

430-445 14 1 0 0 3 18 113 0 0 2 1 116 14 0 0 1 1 16

445-500 25 0 0 2 1 28 196 1 0 3 0 200 10 0 0 0 0 10

500-515 20 0 0 2 0 22 130 0 0 3 0 133 10 0 0 0 0 10

515-530 21 0 0 1 0 22 190 0 0 0 0 190 15 0 0 1 1 17

530-545 11 1 0 1 0 13 93 1 0 0 0 94 22 0 0 0 0 22

545-600 4 0 0 0 0 4 96 2 0 5 1 104 11 0 0 0 1 12

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 27 0 0 2 1 30 144 0 0 6 7 157 18 0 0 2 1 21

215-230 18 0 0 1 3 22 179 1 0 7 8 195 21 0 0 2 2 25

230-245 17 0 0 0 0 17 218 0 1 7 4 230 18 0 0 4 0 22

245-300 16 0 0 0 0 16 219 1 0 1 7 228 24 0 0 4 0 28

300-315 10 0 0 0 0 10 170 0 0 14 4 188 14 0 0 0 0 14

315-330 10 0 0 0 0 10 203 1 0 10 4 218 14 0 0 3 0 17

330-345 15 0 0 0 0 15 224 1 1 8 3 237 23 0 0 3 0 26

345-400 10 0 0 0 1 11 238 0 0 2 3 243 20 0 0 1 1 22

400-415 12 0 0 0 0 12 233 1 0 7 1 242 26 0 0 0 0 26

415-430 18 0 0 0 0 18 210 1 0 1 0 212 18 0 0 0 1 19

430-445 20 0 0 0 1 21 233 0 0 9 3 245 25 0 0 2 2 29

445-500 13 1 0 1 1 16 209 0 0 0 2 211 20 0 0 2 0 22

500-515 19 0 0 0 0 19 239 0 0 1 1 241 17 0 0 0 2 19

515-530 16 0 0 0 0 16 235 0 0 2 1 238 13 0 0 0 0 13

530-545 13 0 0 0 1 14 267 0 0 3 1 271 27 0 0 1 1 29

545-600 12 0 0 0 0 12 275 1 0 4 2 282 13 0 0 1 0 14

Page 45: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 29, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W 41ST STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 3 0 0 0 2 5 0 0 0 0 0 0

615-630 1 0 0 0 0 1 0 0 0 0 2 2 0 0 0 0 1 1

630-645 3 0 0 0 0 3 6 0 0 0 0 6 1 0 0 0 0 1

645-700 3 0 0 0 0 3 11 0 0 0 3 14 1 0 0 0 0 1

700-715 9 0 0 0 0 9 10 0 0 0 2 12 2 0 0 0 1 3

715-730 2 0 0 0 1 3 19 0 0 1 4 24 1 0 0 0 0 1

730-745 3 0 0 0 0 3 15 0 0 0 2 17 1 0 0 0 1 2

745-800 4 0 0 0 0 4 12 0 0 0 5 17 1 0 0 0 0 1

800-815 3 0 0 0 1 4 7 0 0 0 2 9 0 0 0 0 0 0

815-830 1 0 0 0 0 1 10 0 0 0 6 16 2 0 0 0 1 3

830-845 0 0 0 0 0 0 7 0 0 0 1 8 0 0 0 0 0 0

845-900 1 0 0 0 1 2 12 0 0 0 0 12 1 0 0 0 3 4

HOUR TOTALS

600-700 7 0 0 0 0 7 20 0 0 0 7 27 2 0 0 0 1 3

615-715 16 0 0 0 0 16 27 0 0 0 7 34 4 0 0 0 2 6

630-730 17 0 0 0 1 18 46 0 0 1 9 56 5 0 0 0 1 6

645-745 17 0 0 0 1 18 55 0 0 1 11 67 5 0 0 0 2 7

700-800 18 0 0 0 1 19 56 0 0 1 13 70 5 0 0 0 2 7

715-815 12 0 0 0 2 14 53 0 0 1 13 67 3 0 0 0 1 4

730-830 11 0 0 0 1 12 44 0 0 0 15 59 4 0 0 0 2 6

745-845 8 0 0 0 1 9 36 0 0 0 14 50 3 0 0 0 1 4

800-900 5 0 0 0 2 7 36 0 0 0 9 45 3 0 0 0 4 7

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 4 0 0 0 1 5 19 0 0 0 0 19 1 0 0 0 0 1

615-630 5 0 0 0 0 5 22 0 0 0 1 23 0 0 0 0 0 0

630-645 4 0 0 0 0 4 21 0 0 1 0 22 1 0 0 0 0 1

645-700 3 0 0 0 0 3 30 0 0 2 1 33 0 0 0 0 0 0

700-715 4 0 0 0 0 4 23 0 0 0 0 23 1 0 0 0 0 1

715-730 3 0 0 0 0 3 41 0 0 1 2 44 1 0 0 0 1 2

730-745 2 0 0 0 0 2 36 0 0 1 0 37 0 0 0 0 0 0

745-800 5 1 0 0 0 6 32 0 0 1 0 33 2 0 0 0 0 2

800-815 7 0 0 0 2 9 36 1 0 0 1 38 0 0 0 0 0 0

815-830 7 0 0 0 3 10 40 0 0 2 1 43 0 0 0 0 0 0

830-845 13 0 0 0 0 13 34 0 0 0 2 36 1 0 0 0 0 1

845-900 7 0 0 0 2 9 26 0 0 1 1 28 0 0 0 1 0 1

HOUR TOTALS

600-700 16 0 0 0 1 17 92 0 0 3 2 97 2 0 0 0 0 2

615-715 16 0 0 0 0 16 96 0 0 3 2 101 2 0 0 0 0 2

630-730 14 0 0 0 0 14 115 0 0 4 3 122 3 0 0 0 1 4

645-745 12 0 0 0 0 12 130 0 0 4 3 137 2 0 0 0 1 3

700-800 14 1 0 0 0 15 132 0 0 3 2 137 4 0 0 0 1 5

715-815 17 1 0 0 2 20 145 1 0 3 3 152 3 0 0 0 1 4

730-830 21 1 0 0 5 27 144 1 0 4 2 151 2 0 0 0 0 2

745-845 32 1 0 0 5 38 142 1 0 3 4 150 3 0 0 0 0 3

800-900 34 0 0 0 7 41 136 1 0 3 5 145 1 0 0 1 0 2

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 6 0 0 0 0 6 7 0 0 7 0 14 0 0 0 0 0 0

615-630 9 1 0 1 0 11 13 0 0 4 0 17 0 0 0 0 0 0

630-645 10 0 0 0 0 10 18 0 0 7 0 25 1 0 0 0 0 1

645-700 14 0 0 1 0 15 24 0 0 5 0 29 1 0 0 0 0 1

700-715 15 0 0 0 0 15 20 0 0 7 0 27 0 0 0 0 0 0

715-730 16 0 0 1 0 17 25 0 0 4 0 29 2 0 0 0 0 2

730-745 10 0 0 0 1 11 28 0 0 3 0 31 0 0 0 0 0 0

745-800 10 0 0 1 0 11 21 0 0 8 0 29 0 0 0 0 0 0

800-815 12 0 0 0 0 12 22 0 0 4 0 26 0 0 0 0 0 0

815-830 3 0 0 1 0 4 24 0 0 5 0 29 4 0 0 0 0 4

830-845 2 0 0 0 0 2 17 0 0 3 0 20 0 0 0 0 0 0

845-900 4 0 0 1 1 6 13 0 0 9 0 22 0 0 0 0 0 0

HOUR TOTALS

600-700 39 1 0 2 0 42 62 0 0 23 0 85 2 0 0 0 0 2

615-715 48 1 0 2 0 51 75 0 0 23 0 98 2 0 0 0 0 2

630-730 55 0 0 2 0 57 87 0 0 23 0 110 4 0 0 0 0 4

645-745 55 0 0 2 1 58 97 0 0 19 0 116 3 0 0 0 0 3

700-800 51 0 0 2 1 54 94 0 0 22 0 116 2 0 0 0 0 2

715-815 48 0 0 2 1 51 96 0 0 19 0 115 2 0 0 0 0 2

730-830 35 0 0 2 1 38 95 0 0 20 0 115 4 0 0 0 0 4

745-845 27 0 0 2 0 29 84 0 0 20 0 104 4 0 0 0 0 4

800-900 21 0 0 2 1 24 76 0 0 21 0 97 4 0 0 0 0 4

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 1 0 0 0 0 1 33 2 0 2 0 37 12 0 0 0 0 12

615-630 7 0 0 0 0 7 32 0 0 0 0 32 26 0 0 0 0 26

630-645 7 0 0 2 0 9 42 0 0 0 1 43 56 0 0 0 1 57

645-700 6 0 0 0 0 6 62 0 0 0 2 64 45 0 0 0 0 45

700-715 5 0 0 0 0 5 58 0 0 0 0 58 42 0 0 0 0 42

715-730 19 0 0 0 0 19 70 0 0 2 1 73 34 0 0 0 0 34

730-745 17 0 0 1 0 18 54 0 0 0 0 54 37 0 0 1 0 38

745-800 10 0 0 1 1 12 58 0 0 3 1 62 41 1 0 0 0 42

800-815 15 0 0 0 0 15 57 1 0 2 1 61 26 0 0 0 2 28

815-830 10 0 0 0 1 11 44 0 0 1 1 46 13 0 0 2 0 15

830-845 12 0 0 2 0 14 33 0 0 0 1 34 18 0 0 0 0 18

845-900 6 1 0 0 0 7 28 0 0 0 1 29 12 0 0 0 0 12

HOUR TOTALS

600-700 21 0 0 2 0 23 169 2 0 2 3 176 139 0 0 0 1 140

615-715 25 0 0 2 0 27 194 0 0 0 3 197 169 0 0 0 1 170

630-730 37 0 0 2 0 39 232 0 0 2 4 238 177 0 0 0 1 178

645-745 47 0 0 1 0 48 244 0 0 2 3 249 158 0 0 1 0 159

700-800 51 0 0 2 1 54 240 0 0 5 2 247 154 1 0 1 0 156

715-815 61 0 0 2 1 64 239 1 0 7 3 250 138 1 0 1 2 142

730-830 52 0 0 2 2 56 213 1 0 6 3 223 117 1 0 3 2 123

745-845 47 0 0 3 2 52 192 1 0 6 4 203 98 1 0 2 2 103

800-900 43 1 0 2 1 47 162 1 0 3 4 170 69 0 0 2 2 73

Page 46: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: WEDNESDAY SEPTEMBER 17, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W 41STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 3 1 0 0 1 5 13 0 0 2 2 17 1 0 0 0 1 2

215-230 5 0 0 0 1 6 11 0 0 2 0 13 0 0 0 0 0 0

230-245 6 0 0 1 1 8 10 0 0 2 2 14 3 0 0 0 1 4

245-300 4 0 0 0 2 6 16 0 0 1 3 20 1 0 0 1 1 3

300-315 12 0 0 0 0 12 13 0 0 1 3 17 1 0 0 0 0 1

315-330 5 0 0 1 1 7 13 0 0 1 0 14 2 0 0 0 1 3

330-345 5 0 0 0 1 6 10 0 0 2 4 16 0 0 0 0 0 0

345-400 8 0 0 0 1 9 15 0 0 3 3 21 0 0 0 0 1 1

400-415 21 0 0 0 1 22 29 0 0 2 2 33 1 0 0 1 0 2

415-430 10 0 0 0 1 11 21 0 0 5 1 27 1 0 0 1 0 2

430-445 12 1 0 0 0 13 29 0 0 2 5 36 3 0 0 1 0 4

445-500 10 0 0 0 1 11 20 0 0 2 1 23 1 0 0 0 1 2

500-515 16 0 0 0 0 16 25 0 0 0 1 26 1 0 0 0 0 1

515-530 7 0 0 1 1 9 23 0 0 0 1 24 2 0 0 0 0 2

530-545 9 0 0 0 0 9 32 0 0 1 1 34 0 0 0 0 0 0

545-600 10 0 0 1 0 11 26 0 0 0 1 27 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 8 0 0 0 0 8 20 4 0 1 0 25 1 0 0 0 0 1

215-230 5 0 0 0 2 7 30 0 0 2 0 32 0 0 0 0 0 0

230-245 7 0 0 0 1 8 44 0 0 0 1 45 0 0 0 0 0 0

245-300 6 0 0 0 0 6 42 0 0 3 1 46 2 0 0 0 0 2

300-315 4 0 0 0 1 5 53 0 0 2 1 56 6 0 0 0 0 6

315-330 3 0 0 0 0 3 36 0 0 2 1 39 1 0 0 0 0 1

330-345 0 0 0 0 0 0 40 0 0 1 0 41 3 0 0 0 1 4

345-400 7 0 0 0 1 8 50 1 0 1 0 52 0 0 0 0 0 0

400-415 3 0 0 0 0 3 43 0 0 2 1 46 2 0 0 0 0 2

415-430 2 0 0 0 1 3 54 0 0 1 0 55 0 0 0 0 0 0

430-445 8 0 0 0 0 8 45 2 0 3 0 50 6 0 0 1 0 7

445-500 1 0 0 0 0 1 60 1 0 0 0 61 5 0 0 0 0 5

500-515 4 0 0 0 0 4 64 1 0 0 0 65 2 0 0 0 0 2

515-530 2 0 0 0 0 2 50 0 0 0 0 50 3 0 0 0 0 3

530-545 3 0 0 0 0 3 62 0 0 1 0 63 1 0 0 0 0 1

545-600 1 0 0 1 0 2 35 0 0 1 0 36 1 0 0 0 0 1

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 6 0 0 0 0 6 30 0 0 2 1 33 2 0 0 0 0 2

215-230 5 0 0 0 0 5 27 1 0 2 0 30 0 0 0 0 0 0

230-245 13 0 0 2 0 15 33 0 0 1 0 34 1 0 0 1 1 3

245-300 8 0 0 0 0 8 23 1 0 7 0 31 0 0 0 0 0 0

300-315 6 0 0 1 0 7 28 0 0 3 0 31 0 0 0 0 0 0

315-330 6 0 0 0 0 6 29 0 0 4 1 34 1 0 0 0 0 1

330-345 6 0 0 2 0 8 25 2 0 4 0 31 0 0 0 0 0 0

345-400 6 0 0 0 0 6 20 0 0 3 0 23 1 0 0 0 0 1

400-415 10 0 0 0 0 10 33 0 0 2 0 35 0 0 0 0 1 1

415-430 10 0 0 2 0 12 35 0 0 2 0 37 0 0 0 0 0 0

430-445 3 0 0 0 0 3 31 0 0 7 1 39 0 1 0 0 0 1

445-500 1 2 0 1 0 4 27 0 0 0 0 27 0 0 0 0 0 0

500-515 5 0 0 1 0 6 49 0 0 0 0 49 0 0 0 0 0 0

515-530 4 0 0 0 0 4 38 0 0 1 0 39 0 0 0 0 0 0

530-545 3 0 0 0 0 3 42 0 0 1 0 43 2 0 0 0 0 2

545-600 7 0 0 0 0 7 29 1 0 1 0 31 1 1 0 0 0 2

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 3 1 0 0 1 5 36 0 0 0 1 37 9 0 0 0 1 10

215-230 9 0 0 0 0 9 40 1 0 1 0 42 6 0 0 0 2 8

230-245 4 0 0 0 0 4 53 0 0 2 3 58 11 0 0 1 2 14

245-300 7 0 0 0 0 7 42 0 0 1 2 45 15 0 0 5 1 21

300-315 7 0 0 0 0 7 40 0 0 0 3 43 7 0 0 2 1 10

315-330 4 1 0 0 3 8 31 0 0 1 3 35 6 0 0 1 2 9

330-345 9 0 0 0 1 10 56 0 0 3 2 61 14 0 0 0 2 16

345-400 2 0 0 0 0 2 68 0 0 2 2 72 7 0 0 1 0 8

400-415 5 0 0 0 0 5 53 0 0 0 2 55 18 0 0 1 1 20

415-430 3 0 0 0 0 3 53 0 0 1 4 58 4 0 0 1 3 8

430-445 3 0 0 1 1 5 53 0 0 0 3 56 8 0 0 1 0 9

445-500 9 0 0 0 0 9 53 0 0 1 0 54 3 0 0 1 0 4

500-515 3 0 0 0 0 3 58 0 0 0 3 61 9 0 0 0 0 9

515-530 5 0 0 0 1 6 58 0 0 1 2 61 4 0 0 1 2 7

530-545 1 0 0 0 0 1 60 0 0 0 3 63 5 1 0 0 0 6

545-600 9 0 0 0 0 9 42 0 0 2 1 45 4 0 0 0 0 4

Page 47: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 29, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W 41ST STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 8 0 0 0 0 8 92 0 0 5 5 102 5 0 0 1 0 6

615-630 6 0 0 0 0 6 103 1 0 3 3 110 7 0 0 0 0 7

630-645 9 0 0 0 0 9 107 0 0 6 4 117 11 0 0 1 0 12

645-700 14 0 0 0 0 14 125 0 0 7 2 134 9 0 0 1 0 10

700-715 16 0 0 0 0 16 114 0 0 3 1 118 18 0 0 0 0 18

715-730 17 0 0 0 0 17 159 2 0 10 3 174 19 0 0 0 0 19

730-745 9 0 0 2 0 11 152 1 0 13 4 170 13 0 0 2 0 15

745-800 4 0 0 0 0 4 122 0 0 8 5 135 17 0 0 1 0 18

800-815 15 0 0 0 0 15 149 0 0 7 5 161 16 0 0 0 0 16

815-830 12 0 0 0 0 12 116 0 0 7 5 128 20 0 0 0 0 20

830-845 8 0 0 1 0 9 124 0 0 6 4 134 17 1 0 2 0 20

845-900 10 0 0 3 1 14 117 0 0 11 8 136 11 0 0 1 0 12

HOUR TOTALS

600-700 37 0 0 0 0 37 427 1 0 21 14 463 32 0 0 3 0 35

615-715 45 0 0 0 0 45 449 1 0 19 10 479 45 0 0 2 0 47

630-730 56 0 0 0 0 56 505 2 0 26 10 543 57 0 0 2 0 59

645-745 56 0 0 2 0 58 550 3 0 33 10 596 59 0 0 3 0 62

700-800 46 0 0 2 0 48 547 3 0 34 13 597 67 0 0 3 0 70

715-815 45 0 0 2 0 47 582 3 0 38 17 640 65 0 0 3 0 68

730-830 40 0 0 2 0 42 539 1 0 35 19 594 66 0 0 3 0 69

745-845 39 0 0 1 0 40 511 0 0 28 19 558 70 1 0 3 0 74

800-900 45 0 0 4 1 50 506 0 0 31 22 559 64 1 0 3 0 68

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 5 0 0 0 0 5 13 0 0 1 0 14 3 0 0 0 0 3

615-630 4 0 0 1 0 5 14 0 0 0 0 14 2 0 0 0 0 2

630-645 3 0 0 0 0 3 13 0 0 0 0 13 3 0 0 0 1 4

645-700 12 0 0 0 0 12 21 0 0 1 0 22 10 0 0 1 1 12

700-715 5 0 0 0 0 5 24 0 0 0 1 25 9 0 0 0 0 9

715-730 3 0 0 0 0 3 27 0 0 0 1 28 4 0 0 1 1 6

730-745 8 0 0 0 0 8 26 0 0 1 1 28 11 0 0 0 0 11

745-800 16 0 0 0 0 16 17 0 0 0 0 17 6 0 0 0 0 6

800-815 10 0 0 1 0 11 24 1 0 0 0 25 6 0 0 1 1 8

815-830 18 0 0 1 1 20 19 0 0 0 1 20 8 0 0 0 0 8

830-845 9 0 0 0 0 9 20 0 0 0 1 21 6 0 0 0 1 7

845-900 7 0 0 0 0 7 15 0 0 0 1 16 11 0 0 1 1 13

HOUR TOTALS

600-700 24 0 0 1 0 25 61 0 0 2 0 63 18 0 0 1 2 21

615-715 24 0 0 1 0 25 72 0 0 1 1 74 24 0 0 1 2 27

630-730 23 0 0 0 0 23 85 0 0 1 2 88 26 0 0 2 3 31

645-745 28 0 0 0 0 28 98 0 0 2 3 103 34 0 0 2 2 38

700-800 32 0 0 0 0 32 94 0 0 1 3 98 30 0 0 1 1 32

715-815 37 0 0 1 0 38 94 1 0 1 2 98 27 0 0 2 2 31

730-830 52 0 0 2 1 55 86 1 0 1 2 90 31 0 0 1 1 33

745-845 53 0 0 2 1 56 80 1 0 0 2 83 26 0 0 1 2 29

800-900 44 0 0 2 1 47 78 1 0 0 3 82 31 0 0 2 3 36

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 26 0 0 1 0 27 105 1 0 8 4 118 3 0 0 0 0 3

615-630 32 1 0 0 0 33 130 2 0 5 3 140 5 0 0 0 0 5

630-645 36 0 0 0 1 37 140 0 0 4 6 150 9 0 0 0 0 9

645-700 49 0 0 0 0 49 126 1 0 9 3 139 3 0 0 0 0 3

700-715 32 0 0 0 0 32 140 0 0 10 4 154 15 0 0 0 0 15

715-730 34 0 0 0 0 34 124 0 0 12 11 147 3 0 0 0 1 4

730-745 37 0 0 1 0 38 165 0 0 7 3 175 8 0 0 0 2 10

745-800 29 1 0 1 0 31 167 0 0 11 6 184 2 0 0 0 0 2

800-815 23 0 0 1 2 26 159 0 0 17 5 181 2 0 0 0 0 2

815-830 16 0 0 1 1 18 162 0 0 7 8 177 3 0 0 0 0 3

830-845 16 0 0 1 0 17 134 1 0 17 10 162 2 0 0 0 1 3

845-900 18 0 0 0 2 20 130 0 0 9 6 145 2 0 0 0 0 2

HOUR TOTALS

600-700 143 1 0 1 1 146 501 4 0 26 16 547 20 0 0 0 0 20

615-715 149 1 0 0 1 151 536 3 0 28 16 583 32 0 0 0 0 32

630-730 151 0 0 0 1 152 530 1 0 35 24 590 30 0 0 0 1 31

645-745 152 0 0 1 0 153 555 1 0 38 21 615 29 0 0 0 3 32

700-800 132 1 0 2 0 135 596 0 0 40 24 660 28 0 0 0 3 31

715-815 123 1 0 3 2 129 615 0 0 47 25 687 15 0 0 0 3 18

730-830 105 1 0 4 3 113 653 0 0 42 22 717 15 0 0 0 2 17

745-845 84 1 0 4 3 92 622 1 0 52 29 704 9 0 0 0 1 10

800-900 73 0 0 3 5 81 585 1 0 50 29 665 9 0 0 0 1 10

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 7 0 0 1 0 8 20 1 0 1 1 23 4 0 0 0 0 4

615-630 4 0 0 0 0 4 32 0 0 0 0 32 11 0 0 0 3 14

630-645 6 0 0 0 0 6 46 0 0 0 1 47 9 0 0 0 0 9

645-700 6 0 0 0 1 7 65 0 0 0 0 65 6 0 0 0 0 6

700-715 10 0 0 0 0 10 53 0 0 0 2 55 5 0 0 0 2 7

715-730 10 0 0 0 0 10 79 0 0 1 0 80 8 0 0 0 1 9

730-745 6 0 0 0 0 6 65 0 0 0 1 66 5 0 0 0 0 5

745-800 4 0 0 0 0 4 53 0 0 2 1 56 7 0 0 0 0 7

800-815 4 1 0 0 0 5 55 0 0 1 1 57 16 0 0 1 0 17

815-830 6 0 0 0 0 6 38 0 0 1 1 40 9 0 0 0 1 10

830-845 3 0 0 0 0 3 23 0 0 0 0 23 9 0 0 0 0 9

845-900 2 0 0 0 1 3 26 0 0 0 0 26 8 0 0 0 0 8

HOUR TOTALS

600-700 23 0 0 1 1 25 163 1 0 1 2 167 30 0 0 0 3 33

615-715 26 0 0 0 1 27 196 0 0 0 3 199 31 0 0 0 5 36

630-730 32 0 0 0 1 33 243 0 0 1 3 247 28 0 0 0 3 31

645-745 32 0 0 0 1 33 262 0 0 1 3 266 24 0 0 0 3 27

700-800 30 0 0 0 0 30 250 0 0 3 4 257 25 0 0 0 3 28

715-815 24 1 0 0 0 25 252 0 0 4 3 259 36 0 0 1 1 38

730-830 20 1 0 0 0 21 211 0 0 4 4 219 37 0 0 1 1 39

745-845 17 1 0 0 0 18 169 0 0 4 3 176 41 0 0 1 1 43

800-900 15 1 0 0 1 17 142 0 0 2 2 146 42 0 0 1 1 44

Page 48: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: WEDNESDAY SEPTEMBER 17, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W 41STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 12 0 0 2 1 15 160 0 0 12 10 182 14 2 0 2 0 18

215-230 7 0 0 0 1 8 162 0 0 8 4 174 16 1 0 0 0 17

230-245 12 0 0 0 0 12 131 2 0 15 2 150 16 0 0 1 0 17

245-300 13 0 0 0 0 13 168 1 0 10 5 184 25 0 0 2 0 27

300-315 9 0 0 0 0 9 122 1 0 6 7 136 11 0 0 2 0 13

315-330 16 0 0 0 0 16 169 1 1 9 2 182 11 1 0 3 2 17

330-345 15 0 0 0 0 15 144 0 0 4 4 152 15 0 0 1 2 18

345-400 18 0 0 0 0 18 199 1 0 6 2 208 25 0 0 0 1 26

400-415 21 0 0 0 0 21 165 1 0 7 3 176 16 0 0 0 1 17

415-430 11 0 0 0 0 11 209 1 0 8 3 221 13 0 0 1 1 15

430-445 13 0 0 1 0 14 166 0 0 6 2 174 13 0 0 2 1 16

445-500 18 1 0 1 0 20 189 1 0 7 1 198 25 0 0 2 1 28

500-515 13 0 0 0 0 13 158 1 0 9 2 170 10 0 0 1 4 15

515-530 12 0 0 1 0 13 199 0 0 5 3 207 21 0 0 0 1 22

530-545 21 0 0 0 0 21 206 0 0 8 0 214 15 0 0 1 0 16

545-600 12 0 0 0 0 12 152 1 1 5 3 162 17 0 0 1 0 18

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 2 0 0 0 1 3 22 2 0 1 0 25 4 1 0 1 0 6

215-230 0 0 0 0 0 0 36 0 0 2 2 40 2 0 0 1 0 3

230-245 1 0 0 0 0 1 38 0 0 1 1 40 13 0 0 1 0 14

245-300 1 0 0 0 0 1 42 0 0 1 2 45 7 0 0 1 0 8

300-315 1 0 0 1 0 2 49 0 0 1 1 51 13 0 0 0 1 14

315-330 0 0 0 1 0 1 31 0 0 1 1 33 7 0 0 1 1 9

330-345 1 0 0 0 0 1 39 0 0 1 1 41 7 0 0 1 0 8

345-400 1 0 0 0 0 1 41 1 0 1 0 43 9 0 0 0 0 9

400-415 1 0 0 0 0 1 44 0 0 1 2 47 18 1 0 0 1 20

415-430 2 0 0 0 1 3 45 0 0 1 0 46 15 0 0 1 0 16

430-445 1 0 0 1 0 2 52 0 0 0 0 52 13 2 0 2 0 17

445-500 1 0 0 0 0 1 59 0 0 1 0 60 14 1 0 0 0 15

500-515 1 0 0 0 0 1 50 1 0 0 1 52 14 0 0 0 0 14

515-530 3 0 0 1 0 4 53 0 0 0 0 53 10 0 0 0 0 10

530-545 6 0 0 0 0 6 56 0 0 1 0 57 11 0 0 0 0 11

545-600 0 0 0 0 0 0 32 0 0 1 0 33 8 0 0 1 0 9

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 9 0 0 0 0 9 133 0 0 14 5 152 3 0 0 0 0 3

215-230 10 0 0 1 1 12 142 0 0 7 5 154 0 0 0 0 1 1

230-245 15 0 0 1 2 18 149 0 0 11 5 165 2 0 0 0 0 2

245-300 14 0 0 2 1 17 128 1 0 7 1 137 6 0 0 0 0 6

300-315 10 0 0 1 0 11 138 0 0 13 5 156 8 0 0 0 0 8

315-330 8 0 0 2 1 11 138 0 0 8 4 150 3 0 0 0 0 3

330-345 18 0 0 2 1 21 166 0 0 12 2 180 9 0 0 0 0 9

345-400 10 0 0 1 1 12 106 0 0 9 3 118 5 0 0 0 0 5

400-415 24 0 0 1 1 26 191 0 0 6 3 200 4 0 0 0 0 4

415-430 14 0 0 2 0 16 150 1 0 6 2 159 3 0 0 0 1 4

430-445 12 0 0 1 0 13 162 0 0 6 3 171 5 0 0 0 0 5

445-500 8 0 0 1 0 9 138 0 0 6 1 145 5 0 0 0 0 5

500-515 20 0 0 1 0 21 156 1 0 7 2 166 1 0 0 0 0 1

515-530 26 0 0 0 1 27 174 0 0 2 3 179 2 0 0 0 0 2

530-545 17 1 0 0 1 19 169 0 0 9 0 178 4 0 0 0 0 4

545-600 16 0 0 1 0 17 141 0 0 7 4 152 7 0 0 0 0 7

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 6 0 0 0 0 6 36 0 0 0 2 38 7 0 0 0 0 7

215-230 9 0 0 0 1 10 28 0 0 0 1 29 8 0 0 0 0 8

230-245 4 0 0 0 1 5 46 0 0 1 2 49 4 0 0 0 1 5

245-300 4 0 0 0 0 4 24 0 0 0 4 28 7 0 0 0 0 7

300-315 9 0 0 0 0 9 29 0 0 0 4 33 6 0 0 0 0 6

315-330 5 0 0 0 1 6 28 0 0 0 3 31 8 0 0 0 2 10

330-345 7 0 0 0 1 8 48 0 0 0 2 50 13 0 0 0 0 13

345-400 22 0 0 0 0 22 51 0 0 0 2 53 18 0 0 0 0 18

400-415 9 0 0 0 0 9 26 0 0 0 2 28 8 0 0 0 0 8

415-430 8 0 0 0 0 8 39 0 0 0 5 44 7 0 0 0 0 7

430-445 6 0 0 0 0 6 32 0 0 0 2 34 9 0 0 0 1 10

445-500 8 0 0 0 0 8 47 0 0 1 0 48 7 1 0 0 0 8

500-515 10 0 0 0 0 10 34 0 0 0 1 35 15 0 0 0 0 15

515-530 5 0 0 0 0 5 20 0 0 0 1 21 4 0 0 0 0 4

530-545 2 0 0 0 0 2 32 0 0 0 1 33 2 0 0 0 0 2

545-600 3 0 0 0 0 3 32 0 0 0 2 34 5 0 0 0 0 5

Page 49: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: WEDNESDAY SEPTEMBER 17, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W GAGE AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 21 0 0 0 1 22 0 0 0 0 0 0

615-630 0 0 0 0 0 0 99 1 0 0 3 103 0 0 0 0 0 0

630-645 0 0 0 0 0 0 129 0 0 2 1 132 0 0 0 0 0 0

645-700 0 0 0 0 0 0 162 0 0 0 3 165 0 0 0 0 0 0

700-715 0 0 0 0 0 0 167 0 0 0 3 170 0 0 0 0 0 0

715-730 0 0 0 0 0 0 186 0 0 1 4 191 0 0 0 0 0 0

730-745 0 0 0 0 0 0 176 1 0 1 4 182 0 0 0 0 0 0

745-800 0 0 0 0 0 0 145 1 0 1 1 148 0 0 0 0 0 0

800-815 0 0 0 0 0 0 179 0 0 1 1 181 0 0 0 0 0 0

815-830 0 0 0 0 0 0 123 0 0 2 2 127 0 0 0 0 0 0

830-845 0 0 0 0 0 0 122 0 0 0 1 123 0 0 0 0 0 0

845-900 0 0 0 0 0 0 84 0 0 2 0 86 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 411 1 0 2 8 422 0 0 0 0 0 0

615-715 0 0 0 0 0 0 557 1 0 2 10 570 0 0 0 0 0 0

630-730 0 0 0 0 0 0 644 0 0 3 11 658 0 0 0 0 0 0

645-745 0 0 0 0 0 0 691 1 0 2 14 708 0 0 0 0 0 0

700-800 0 0 0 0 0 0 674 2 0 3 12 691 0 0 0 0 0 0

715-815 0 0 0 0 0 0 686 2 0 4 10 702 0 0 0 0 0 0

730-830 0 0 0 0 0 0 623 2 0 5 8 638 0 0 0 0 0 0

745-845 0 0 0 0 0 0 569 1 0 4 5 579 0 0 0 0 0 0

800-900 0 0 0 0 0 0 508 0 0 5 4 517 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 8 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0

215-230 12 0 0 0 1 13 0 0 0 0 0 0 0 0 0 0 0 0

230-245 12 0 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0

245-300 19 0 0 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0

300-315 17 0 0 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0

315-330 18 0 0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0

330-345 19 0 0 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0

345-400 11 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0

400-415 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0

415-430 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

430-445 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0

445-500 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

200-300 51 0 0 0 1 52 0 0 0 0 0 0 0 0 0 0 0 0

215-315 60 0 0 0 1 61 0 0 0 0 0 0 0 0 0 0 0 0

230-330 66 0 0 0 0 66 0 0 0 0 0 0 0 0 0 0 0 0

245-345 73 0 0 0 0 73 0 0 0 0 0 0 0 0 0 0 0 0

300-400 65 0 0 0 0 65 0 0 0 0 0 0 0 0 0 0 0 0

315-415 53 0 0 0 0 53 0 0 0 0 0 0 0 0 0 0 0 0

330-430 38 0 0 0 0 38 0 0 0 0 0 0 0 0 0 0 0 0

345-445 22 0 0 0 0 22 0 0 0 0 0 0 0 0 0 0 0 0

400-500 17 0 0 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 1 0 0 0 0 1 43 0 0 0 0 43 0 0 0 0 0 0

615-630 0 0 0 0 0 0 82 0 0 1 0 83 0 0 0 0 0 0

630-645 1 0 0 0 0 1 103 0 0 0 2 105 0 0 0 0 0 0

645-700 5 0 0 2 0 7 128 1 0 2 1 132 0 0 0 0 0 0

700-715 17 0 0 0 0 17 138 0 0 0 1 139 0 0 0 0 0 0

715-730 32 0 0 0 0 32 131 0 0 1 0 132 0 0 0 0 0 0

730-745 41 0 0 0 0 41 131 0 0 0 0 131 0 0 0 0 0 0

745-800 39 0 0 0 1 40 137 0 0 1 0 138 0 0 0 0 0 0

800-815 14 0 0 0 0 14 132 0 0 0 2 134 0 0 0 0 0 0

815-830 19 0 0 0 1 20 133 0 0 0 0 133 0 0 0 0 0 0

830-845 14 0 0 0 0 14 101 0 0 0 1 102 0 0 0 0 0 0

845-900 16 0 0 0 0 16 118 0 0 0 0 118 0 0 0 0 0 0

HOUR TOTALS

600-700 7 0 0 2 0 9 356 1 0 3 3 363 0 0 0 0 0 0

615-715 23 0 0 2 0 25 451 1 0 3 4 459 0 0 0 0 0 0

630-730 55 0 0 2 0 57 500 1 0 3 4 508 0 0 0 0 0 0

645-745 95 0 0 2 0 97 528 1 0 3 2 534 0 0 0 0 0 0

700-800 129 0 0 0 1 130 537 0 0 2 1 540 0 0 0 0 0 0

715-815 126 0 0 0 1 127 531 0 0 2 2 535 0 0 0 0 0 0

730-830 113 0 0 0 2 115 533 0 0 1 2 536 0 0 0 0 0 0

745-845 86 0 0 0 2 88 503 0 0 1 3 507 0 0 0 0 0 0

800-900 63 0 0 0 1 64 484 0 0 0 3 487 0 0 0 0 0 0

Page 50: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: WEDNESDAY SEPTEMBER 17, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W GAGE AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 128 0 0 1 1 130 0 0 0 0 0 0

215-230 0 0 0 0 0 0 131 0 0 1 2 134 0 0 0 0 0 0

230-245 0 0 0 0 0 0 151 1 0 0 2 154 0 0 0 0 0 0

245-300 0 0 0 0 0 0 184 2 0 0 6 192 0 0 0 0 0 0

300-315 0 0 0 0 0 0 156 1 0 1 1 159 0 0 0 0 0 0

315-330 0 0 0 0 0 0 168 0 0 1 2 171 0 0 0 0 0 0

330-345 0 0 0 0 0 0 173 0 0 0 0 173 0 0 0 0 0 0

345-400 0 0 0 0 0 0 178 0 0 0 1 179 0 0 0 0 0 0

400-415 0 0 0 0 0 0 169 0 0 0 1 170 0 0 0 0 0 0

415-430 0 0 0 0 0 0 185 0 0 1 1 187 0 0 0 0 0 0

430-445 0 0 0 0 0 0 194 0 0 1 0 195 0 0 0 0 0 0

445-500 0 0 0 0 0 0 191 0 0 1 1 193 0 0 0 0 0 0

500-515 0 0 0 0 0 0 174 0 0 0 0 174 0 0 0 0 0 0

515-530 0 0 0 0 0 0 180 0 0 1 0 181 0 0 0 0 0 0

530-545 0 0 0 0 0 0 184 0 0 3 1 188 0 0 0 0 0 0

545-600 0 0 0 0 0 0 150 0 0 2 0 152 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 19 0 0 0 1 20 0 0 0 0 0 0 0 0 0 0 0 0

215-230 18 0 0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0

230-245 19 0 0 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0

245-300 10 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0

300-315 19 0 0 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0

315-330 20 0 0 0 2 22 0 0 0 0 0 0 0 0 0 0 0 0

330-345 12 0 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0

345-400 14 0 0 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0

400-415 11 0 0 0 1 12 0 0 0 0 0 0 0 0 0 0 0 0

415-430 17 0 0 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0

430-445 23 0 0 0 0 23 0 0 0 0 0 0 0 0 0 0 0 0

445-500 18 0 0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0

500-515 9 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0

515-530 11 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0

530-545 8 0 0 0 1 9 0 0 0 0 0 0 0 0 0 0 0 0

545-600 11 0 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 5 0 0 0 0 5 155 0 0 0 3 158 0 0 0 0 0 0

215-230 10 0 0 0 0 10 151 0 0 1 4 156 0 0 0 0 0 0

230-245 6 0 0 0 0 6 172 0 0 0 0 172 0 0 0 0 0 0

245-300 7 0 0 0 0 7 205 0 0 1 0 206 0 0 0 0 0 0

300-315 10 0 0 0 0 10 211 0 0 1 2 214 0 0 0 0 0 0

315-330 9 0 0 0 0 9 151 0 0 1 0 152 0 0 0 0 0 0

330-345 6 0 0 0 0 6 176 0 0 1 2 179 0 0 0 0 0 0

345-400 2 0 0 0 0 2 165 0 0 1 0 166 0 0 0 0 0 0

400-415 9 0 0 0 0 9 214 0 0 0 2 216 0 0 0 0 0 0

415-430 8 0 0 0 0 8 172 0 0 0 0 172 0 0 0 0 0 0

430-445 9 0 0 0 0 9 195 0 0 0 0 195 0 0 0 0 0 0

445-500 5 0 0 0 0 5 227 0 0 0 1 228 0 0 0 0 0 0

500-515 6 0 0 0 0 6 230 0 0 0 0 230 0 0 0 0 0 0

515-530 7 0 0 0 0 7 226 0 0 1 0 227 0 0 0 0 0 0

530-545 8 0 0 0 0 8 214 0 0 1 1 216 0 0 0 0 0 0

Page 51: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: THURSDAY SEPTEMBER 18, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W ALONDRA BOULEVARD (Should it Be Gage?)

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 19 0 0 2 0 21 0 0 0 0 0 0

615-630 1 0 0 1 0 2 44 1 0 5 0 50 1 0 0 0 0 1

630-645 5 0 0 0 0 5 66 0 0 4 0 70 0 0 0 0 0 0

645-700 5 0 0 0 0 5 74 0 0 5 2 81 4 0 0 0 0 4

700-715 5 0 0 0 0 5 54 0 0 3 0 57 4 0 0 0 0 4

715-730 5 0 0 0 0 5 78 0 0 1 4 83 1 0 0 0 0 1

730-745 3 0 0 0 0 3 93 0 0 1 2 96 6 0 0 0 0 6

745-800 14 0 0 0 0 14 63 0 0 1 4 68 4 0 0 0 0 4

800-815 18 0 0 0 0 18 86 1 0 6 1 94 4 0 0 0 0 4

815-830 3 0 0 0 0 3 71 0 0 3 2 76 4 0 0 0 0 4

830-845 7 0 0 0 0 7 77 0 1 4 1 83 1 0 0 0 0 1

845-900 9 0 0 0 0 9 66 0 0 4 0 70 4 0 0 0 0 4

HOUR TOTALS

600-700 11 0 0 1 0 12 203 1 0 16 2 222 5 0 0 0 0 5

615-715 16 0 0 1 0 17 238 1 0 17 2 258 9 0 0 0 0 9

630-730 20 0 0 0 0 20 272 0 0 13 6 291 9 0 0 0 0 9

645-745 18 0 0 0 0 18 299 0 0 10 8 317 15 0 0 0 0 15

700-800 27 0 0 0 0 27 288 0 0 6 10 304 15 0 0 0 0 15

715-815 40 0 0 0 0 40 320 1 0 9 11 341 15 0 0 0 0 15

730-830 38 0 0 0 0 38 313 1 0 11 9 334 18 0 0 0 0 18

745-845 42 0 0 0 0 42 297 1 1 14 8 321 13 0 0 0 0 13

800-900 37 0 0 0 0 37 300 1 1 17 4 323 13 0 0 0 0 13

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 1 0 0 0 0 1 9 0 0 0 0 9 2 0 0 0 0 2

615-630 1 0 0 0 0 1 93 0 0 0 2 95 14 1 0 0 3 18

630-645 3 0 0 0 0 3 107 0 0 1 0 108 19 0 0 1 0 20

645-700 2 0 0 0 0 2 129 0 0 0 2 131 29 0 0 0 1 30

700-715 3 0 0 0 0 3 141 0 0 0 1 142 23 0 0 0 2 25

715-730 4 0 0 0 0 4 137 0 0 0 3 140 47 0 0 0 1 48

730-745 3 0 0 0 0 3 154 0 0 1 3 158 24 0 0 1 2 27

745-800 3 0 0 0 0 3 105 1 0 1 0 107 27 1 0 0 0 28

800-815 1 0 0 0 0 1 168 0 0 1 1 170 22 0 0 1 0 23

815-830 4 0 0 0 0 4 99 0 0 0 3 102 13 0 0 1 0 14

830-845 4 0 0 0 0 4 104 0 0 0 0 104 16 0 0 0 0 16

845-900 2 0 0 0 0 2 66 0 0 0 0 66 14 0 0 2 0 16

HOUR TOTALS

600-700 7 0 0 0 0 7 338 0 0 1 4 343 64 1 0 1 4 70

615-715 9 0 0 0 0 9 470 0 0 1 5 476 85 1 0 1 6 93

630-730 12 0 0 0 0 12 514 0 0 1 6 521 118 0 0 1 4 123

645-745 12 0 0 0 0 12 561 0 0 1 9 571 123 0 0 1 6 130

700-800 13 0 0 0 0 13 537 1 0 2 7 547 121 1 0 1 5 128

715-815 11 0 0 0 0 11 564 1 0 3 7 575 120 1 0 2 3 126

730-830 11 0 0 0 0 11 526 1 0 3 7 537 86 1 0 3 2 92

745-845 12 0 0 0 0 12 476 1 0 2 4 483 78 1 0 2 0 81

800-900 11 0 0 0 0 11 437 0 0 1 4 442 65 0 0 4 0 69

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 1 0 0 0 0 1 89 0 0 1 1 91 6 1 0 0 0 7

215-230 11 0 0 0 0 11 115 1 0 2 2 120 12 0 0 0 0 12

230-245 8 0 0 1 0 9 163 0 0 5 3 171 14 0 0 0 0 14

245-300 8 0 1 2 0 11 135 0 0 4 5 144 17 0 0 0 0 17

300-315 10 0 0 0 0 10 175 0 0 2 6 183 13 0 0 0 0 13

315-330 7 0 0 0 0 7 149 1 0 4 7 161 19 0 0 1 3 23

330-345 12 0 0 0 0 12 155 0 0 5 3 163 28 0 0 1 1 30

345-400 13 0 0 1 1 15 136 0 0 7 8 151 23 0 0 0 1 24

400-415 13 0 0 0 0 13 140 0 0 6 7 153 26 0 0 0 0 26

415-430 13 0 0 0 1 14 150 0 1 3 5 159 17 0 0 0 0 17

430-445 10 0 0 0 1 11 134 1 0 4 8 147 9 0 0 0 0 9

445-500 10 0 0 0 0 10 101 2 1 4 7 115 9 0 0 0 0 9

HOUR TOTALS

200-300 28 0 1 3 0 32 502 1 0 12 11 526 49 1 0 0 0 50

215-315 37 0 1 3 0 41 588 1 0 13 16 618 56 0 0 0 0 56

230-330 33 0 1 3 0 37 622 1 0 15 21 659 63 0 0 1 3 67

245-345 37 0 1 2 0 40 614 1 0 15 21 651 77 0 0 2 4 83

300-400 42 0 0 1 1 44 615 1 0 18 24 658 83 0 0 2 5 90

315-415 45 0 0 1 1 47 580 1 0 22 25 628 96 0 0 2 5 103

330-430 51 0 0 1 2 54 581 0 1 21 23 626 94 0 0 1 2 97

345-445 49 0 0 1 3 53 560 1 1 20 28 610 75 0 0 0 1 76

400-500 46 0 0 0 2 48 525 3 2 17 27 574 61 0 0 0 0 61

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 1 0 0 0 1 2 12 0 0 0 1 13 1 1 0 0 1 3

615-630 5 0 0 0 0 5 74 0 0 0 0 74 3 0 0 0 0 3

630-645 12 0 0 0 0 12 108 1 0 0 1 110 8 0 0 0 0 8

645-700 15 0 0 0 1 16 120 0 1 2 1 124 5 0 0 0 0 5

700-715 10 0 0 0 1 11 129 0 0 0 1 130 5 0 0 0 0 5

715-730 9 0 0 0 0 9 154 0 0 0 0 154 6 0 0 0 0 6

730-745 4 0 0 0 0 4 150 0 0 0 0 150 8 0 0 0 0 8

745-800 7 0 0 0 3 10 158 0 0 1 2 161 5 0 0 0 0 5

800-815 13 0 0 0 0 13 146 0 0 0 0 146 7 1 0 1 0 9

815-830 18 0 0 0 0 18 132 0 0 0 0 132 5 0 0 0 0 5

830-845 18 0 0 0 0 18 96 0 0 0 1 97 4 0 0 0 0 4

845-900 10 0 0 0 0 10 113 0 0 0 1 114 5 0 0 0 0 5

HOUR TOTALS

600-700 33 0 0 0 2 35 314 1 1 2 3 321 17 1 0 0 1 19

615-715 42 0 0 0 2 44 431 1 1 2 3 438 21 0 0 0 0 21

630-730 46 0 0 0 2 48 511 1 1 2 3 518 24 0 0 0 0 24

645-745 38 0 0 0 2 40 553 0 1 2 2 558 24 0 0 0 0 24

700-800 30 0 0 0 4 34 591 0 0 1 3 595 24 0 0 0 0 24

715-815 33 0 0 0 3 36 608 0 0 1 2 611 26 1 0 1 0 28

730-830 42 0 0 0 3 45 586 0 0 1 2 589 25 1 0 1 0 27

745-845 56 0 0 0 3 59 532 0 0 1 3 536 21 1 0 1 0 23

800-900 59 0 0 0 0 59 487 0 0 0 2 489 21 1 0 1 0 23

Page 52: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: WEDNESDAY SEPTEMBER 17, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W GAGE AVENUE

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 15 0 0 1 0 16 108 0 0 3 1 112 10 0 0 0 0 10

215-230 12 0 0 0 0 12 103 0 0 6 1 110 11 0 0 1 0 12

230-245 13 0 0 0 0 13 128 1 0 2 5 136 15 0 0 0 1 16

245-300 13 0 0 0 0 13 133 0 0 3 4 140 9 0 0 0 0 9

300-315 15 0 0 0 0 15 142 0 0 2 8 152 7 0 0 0 0 7

315-330 6 0 0 0 1 7 119 1 1 3 1 125 5 0 0 0 0 5

330-345 12 0 0 0 0 12 142 0 0 5 3 150 9 0 0 0 0 9

345-400 18 0 0 0 1 19 154 6 0 1 4 165 7 0 0 0 0 7

400-415 15 0 0 0 0 15 160 0 0 2 3 165 10 0 0 0 0 10

415-430 16 0 0 0 0 16 122 0 0 6 1 129 17 0 0 0 0 17

430-445 16 0 0 0 0 16 157 0 1 2 5 165 6 1 0 0 0 7

445-500 19 0 0 0 0 19 161 1 0 0 1 163 6 0 0 0 0 6

500-515 20 0 0 0 0 20 183 0 1 0 0 184 8 0 0 0 0 8

515-530 10 0 0 0 0 10 133 1 0 0 0 134 5 0 0 0 0 5

530-545 13 0 0 0 1 14 160 0 0 0 1 161 9 0 0 0 0 9

545-600 16 0 0 0 0 16 171 0 0 1 3 175 10 0 0 0 0 10

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 13 0 0 0 0 13 103 0 0 1 1 105 15 0 0 0 0 15

215-230 3 0 0 0 0 3 102 0 0 1 1 104 26 0 0 0 1 27

230-245 4 0 0 0 0 4 119 1 0 0 1 121 20 0 0 0 1 21

245-300 10 0 0 0 0 10 146 3 0 1 3 153 33 0 0 0 3 36

300-315 1 0 0 0 0 1 123 0 0 0 2 125 27 0 0 0 0 27

315-330 2 0 0 0 0 2 135 0 0 1 0 136 36 0 0 0 1 37

330-345 4 0 0 0 0 4 128 0 0 0 0 128 41 0 0 0 0 41

345-400 4 0 0 0 0 4 154 0 0 0 1 155 26 0 0 0 0 26

400-415 7 0 0 0 0 7 121 0 0 0 1 122 32 0 0 0 0 32

415-430 3 0 0 0 0 3 155 0 0 1 0 156 30 0 0 0 1 31

430-445 1 0 0 0 0 1 164 0 0 0 0 164 29 0 0 0 0 29

445-500 8 0 0 0 0 8 159 0 0 1 0 160 34 0 0 0 1 35

500-515 6 0 0 0 0 6 129 0 0 0 0 129 24 0 0 0 0 24

515-530 1 0 0 0 0 1 151 0 0 0 0 151 33 0 0 1 0 34

530-545 3 0 0 0 0 3 150 0 0 1 1 152 35 0 0 2 0 37

545-600 2 0 0 0 0 2 117 0 0 0 0 117 26 0 0 2 0 28

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 14 0 0 0 1 15 114 0 0 3 9 126 18 0 0 0 0 18

215-230 11 0 0 0 0 11 137 0 0 4 8 149 17 0 0 0 1 18

230-245 12 0 0 0 2 14 139 0 0 5 7 151 16 0 0 0 0 16

245-300 18 1 0 0 1 20 122 1 0 2 9 134 11 0 0 0 1 12

300-315 12 0 0 0 0 12 128 0 0 2 10 140 13 1 0 0 0 14

315-330 18 0 0 0 0 18 149 0 0 2 8 159 15 0 0 0 0 15

330-345 15 0 0 3 0 18 131 0 0 12 1 144 21 0 0 0 0 21

345-400 15 0 0 0 1 16 159 4 0 4 6 173 17 0 0 0 1 18

400-415 12 0 0 0 1 13 142 2 0 6 6 156 17 0 0 0 0 17

415-430 14 0 0 0 0 14 121 0 0 2 7 130 35 0 0 0 0 35

430-445 18 0 0 0 0 18 115 2 0 4 2 123 24 0 0 0 0 24

445-500 12 0 0 0 1 13 137 0 0 6 2 145 20 0 0 0 0 20

500-515 14 0 0 0 0 14 126 0 0 3 1 130 23 0 0 0 0 23

515-530 19 0 0 0 0 19 140 0 0 2 1 143 17 0 0 0 0 17

530-545 16 0 0 1 0 17 129 1 0 2 1 133 18 0 0 0 0 18

545-600 18 0 0 0 0 18 112 2 0 5 0 119 16 0 0 0 0 16

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 20 0 0 0 0 20 134 0 0 1 1 136 10 0 0 0 0 10

215-230 19 0 0 0 1 20 120 0 0 0 1 121 8 0 0 0 0 8

230-245 24 0 0 0 1 25 160 0 0 0 0 160 4 0 0 0 0 4

245-300 18 0 0 0 0 18 185 0 0 0 1 186 10 0 0 0 0 10

300-315 18 0 0 0 0 18 183 0 0 1 0 184 11 0 0 0 0 11

315-330 19 0 0 0 0 19 145 0 0 1 0 146 9 0 0 0 0 9

330-345 22 0 0 0 1 23 146 0 0 0 0 146 9 0 0 0 0 9

345-400 20 0 0 0 0 20 150 0 0 1 1 152 6 0 0 0 1 7

400-415 24 0 0 0 0 24 196 0 0 0 1 197 6 0 0 0 0 6

415-430 26 0 0 0 1 27 156 0 0 0 0 156 11 0 0 0 1 12

430-445 29 0 0 0 0 29 173 0 0 0 0 173 3 0 0 0 2 5

445-500 24 0 0 0 0 24 215 0 0 0 1 216 7 0 0 1 0 8

500-515 19 0 0 0 0 19 211 0 0 0 0 211 6 0 0 0 0 6

515-530 18 0 0 0 0 18 212 0 0 1 0 213 9 0 0 0 0 9

530-545 19 0 0 0 0 19 189 0 0 0 0 189 7 0 0 0 0 7

545-600 27 0 0 0 0 27 170 0 0 0 0 170 7 0 0 0 0 7

Page 53: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY SEPTEMBER 24, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W 223RD STREET RAMP

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 94 7 1 3 2 107 20 0 0 1 1 22

615-630 0 0 0 0 0 0 166 18 0 11 10 205 35 0 0 1 3 39

630-645 0 0 0 0 0 0 196 12 0 6 5 219 35 0 0 0 0 35

645-700 0 0 0 0 0 0 130 9 0 13 10 162 21 3 0 0 1 25

700-715 0 0 0 0 0 0 131 10 0 10 5 156 24 0 0 2 2 28

715-730 0 0 0 0 0 0 172 18 2 19 5 216 52 1 0 0 1 54

730-745 0 0 0 0 0 0 162 19 0 18 15 214 41 1 0 7 2 51

745-800 0 0 0 0 0 0 165 26 0 17 10 218 43 2 0 4 1 50

800-815 0 0 0 0 0 0 127 21 1 38 22 209 41 2 0 4 1 48

815-830 0 0 0 0 0 0 100 30 2 22 15 169 19 0 0 4 0 23

830-845 0 0 0 0 0 0 101 31 2 31 9 174 17 0 0 2 4 23

845-900 0 0 0 0 0 0 122 23 1 31 14 191 18 3 0 2 1 24

HOUR TOTALS

600-700 0 0 0 0 0 0 586 46 1 33 27 693 111 3 0 2 5 121

615-715 0 0 0 0 0 0 623 49 0 40 30 742 115 3 0 3 6 127

630-730 0 0 0 0 0 0 629 49 2 48 25 753 132 4 0 2 4 142

645-745 0 0 0 0 0 0 595 56 2 60 35 748 138 5 0 9 6 158

700-800 0 0 0 0 0 0 630 73 2 64 35 804 160 4 0 13 6 183

715-815 0 0 0 0 0 0 626 84 3 92 52 857 177 6 0 15 5 203

730-830 0 0 0 0 0 0 554 96 3 95 62 810 144 5 0 19 4 172

745-845 0 0 0 0 0 0 493 108 5 108 56 770 120 4 0 14 6 144

800-900 0 0 0 0 0 0 450 105 6 122 60 743 95 5 0 12 6 118

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 13 0 0 1 0 14 0 0 0 0 0 0 15 0 0 0 1 16

615-630 15 0 0 0 0 15 0 0 0 0 0 0 19 3 0 0 1 23

630-645 18 2 0 0 1 21 0 0 0 0 0 0 36 1 0 0 3 40

645-700 20 3 0 0 0 23 0 0 0 0 0 0 31 0 0 1 4 36

700-715 26 0 0 0 1 27 0 0 0 0 0 0 34 1 0 1 3 39

715-730 27 0 0 0 0 27 0 0 0 0 0 0 40 1 0 1 3 45

730-745 40 3 0 1 0 44 0 0 0 0 0 0 32 3 0 0 1 36

745-800 34 1 0 0 0 35 0 0 0 0 0 0 30 1 2 0 0 33

800-815 29 1 0 2 3 35 0 0 0 0 0 0 26 1 1 3 1 32

815-830 33 2 0 1 1 37 0 0 0 0 0 0 15 7 1 3 3 29

830-845 28 0 0 5 3 36 0 0 0 0 0 0 14 2 0 6 2 24

845-900 11 0 0 4 0 15 0 0 0 0 0 0 15 3 1 2 1 22

HOUR TOTALS

600-700 66 5 0 1 1 73 0 0 0 0 0 0 101 4 0 1 9 115

615-715 79 5 0 0 2 86 0 0 0 0 0 0 120 5 0 2 11 138

630-730 91 5 0 0 2 98 0 0 0 0 0 0 141 3 0 3 13 160

645-745 113 6 0 1 1 121 0 0 0 0 0 0 137 5 0 3 11 156

700-800 127 4 0 1 1 133 0 0 0 0 0 0 136 6 2 2 7 153

715-815 130 5 0 3 3 141 0 0 0 0 0 0 128 6 3 4 5 146

730-830 136 7 0 4 4 151 0 0 0 0 0 0 103 12 4 6 5 130

745-845 124 4 0 8 7 143 0 0 0 0 0 0 85 11 4 12 6 118

800-900 101 3 0 12 7 123 0 0 0 0 0 0 70 13 3 14 7 107

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 16 4 0 7 5 32 37 1 0 6 3 47 0 0 0 0 0 0

215-230 19 2 0 14 10 45 30 2 0 1 2 35 0 0 0 0 0 0

230-245 15 1 0 12 4 32 52 3 1 3 6 65 0 0 0 0 0 0

245-300 20 1 0 6 7 34 59 1 0 5 4 69 0 0 0 0 0 0

300-315 15 0 0 12 8 35 73 2 0 2 2 79 0 0 0 0 0 0

315-330 29 1 0 15 8 53 90 8 0 3 8 109 0 0 0 0 0 0

330-345 26 1 1 7 4 39 93 3 0 3 4 103 0 0 0 0 0 0

345-400 33 3 0 10 7 53 110 3 0 2 3 118 0 0 0 0 0 0

400-415 20 1 1 6 6 34 79 0 0 3 3 85 0 0 0 0 0 0

415-430 25 0 1 13 8 47 51 3 0 3 1 58 0 0 0 0 0 0

430-445 21 0 0 15 6 42 51 8 0 8 1 68 0 0 0 0 0 0

445-500 20 2 0 18 7 47 54 5 0 6 9 74 0 0 0 0 0 0

HOUR TOTALS

200-300 70 8 0 39 26 143 178 7 1 15 15 216 0 0 0 0 0 0

215-315 69 4 0 44 29 146 214 8 1 11 14 248 0 0 0 0 0 0

230-330 79 3 0 45 27 154 274 14 1 13 20 322 0 0 0 0 0 0

245-345 90 3 1 40 27 161 315 14 0 13 18 360 0 0 0 0 0 0

300-400 103 5 1 44 27 180 366 16 0 10 17 409 0 0 0 0 0 0

315-415 108 6 2 38 25 179 372 14 0 11 18 415 0 0 0 0 0 0

330-430 104 5 3 36 25 173 333 9 0 11 11 364 0 0 0 0 0 0

345-445 99 4 2 44 27 176 291 14 0 16 8 329 0 0 0 0 0 0

400-500 86 3 2 52 27 170 235 16 0 20 14 285 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 54: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: WEDNESDAY SEPTEMBER 24, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W 223RD STREET RAMP

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 50 7 8 16 9 90 28 1 0 4 1 34

215-230 0 0 0 0 0 0 83 10 3 33 11 140 24 3 0 2 0 29

230-245 0 0 0 0 0 0 95 12 5 44 9 165 47 3 0 7 2 59

245-300 0 0 0 0 0 0 108 12 1 27 3 151 20 2 0 3 0 25

300-315 0 0 0 0 0 0 105 16 4 20 10 155 29 2 0 4 0 35

315-330 0 0 0 0 0 0 102 6 2 43 13 166 24 2 0 3 0 29

330-345 0 0 0 0 0 0 143 18 5 38 14 218 32 2 0 5 0 39

345-400 0 0 0 0 0 0 155 15 6 31 6 213 25 1 0 4 0 30

400-415 0 0 0 0 0 0 160 20 3 51 4 238 40 2 0 3 0 45

415-430 0 0 0 0 0 0 186 15 1 29 8 239 33 3 0 6 1 43

430-445 0 0 0 0 0 0 163 16 3 40 11 233 46 2 0 6 1 55

445-500 0 0 0 0 0 0 192 7 1 29 8 237 31 3 0 1 0 35

500-515 0 0 0 0 0 0 164 14 1 23 8 210 36 1 0 0 5 42

515-530 0 0 0 0 0 0 169 18 3 36 6 232 52 1 0 4 0 57

530-545 0 0 0 0 0 0 143 11 0 48 1 203 53 2 0 1 0 56

545-600 0 0 0 0 0 0 128 16 0 25 11 180 29 0 0 2 0 31

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 13 6 0 1 1 21 0 0 0 0 0 0 14 0 1 1 0 16

215-230 12 0 0 3 1 16 0 0 0 0 0 0 12 3 0 2 2 19

230-245 19 2 1 2 0 24 0 0 0 0 0 0 15 0 0 2 7 24

245-300 19 2 1 4 1 27 0 0 0 0 0 0 14 1 0 0 1 16

300-315 23 3 0 2 2 30 0 0 0 0 0 0 10 0 0 0 0 10

315-330 20 1 0 0 3 24 0 0 0 0 0 0 16 2 1 5 4 28

330-345 29 2 0 1 2 34 0 0 0 0 0 0 18 1 0 3 2 24

345-400 23 4 0 1 1 29 0 0 0 0 0 0 23 3 1 3 3 33

400-415 28 3 0 1 1 33 0 0 0 0 0 0 17 0 1 1 5 24

415-430 23 1 0 3 0 27 0 0 0 0 0 0 16 0 0 0 4 20

430-445 34 1 0 3 0 38 0 0 0 0 0 0 23 4 0 1 2 30

445-500 38 3 0 0 0 41 0 0 0 0 0 0 23 5 1 3 1 33

500-515 36 1 0 3 0 40 0 0 0 0 0 0 12 0 0 2 0 14

515-530 32 3 0 2 0 37 0 0 0 0 0 0 9 0 0 0 0 9

530-545 21 1 0 0 2 24 0 0 0 0 0 0 9 2 0 0 2 13

545-600 10 0 0 3 0 13 0 0 0 0 0 0 11 1 0 0 0 12

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 45 2 0 14 3 64 60 17 0 11 2 90 0 0 0 0 0 0

215-230 44 5 1 16 5 71 84 23 0 20 6 133 0 0 0 0 0 0

230-245 35 3 0 16 3 57 64 18 1 13 2 98 0 0 0 0 0 0

245-300 36 7 1 7 3 54 77 5 0 10 0 92 0 0 0 0 0 0

300-315 34 4 0 13 3 54 81 7 1 14 2 105 0 0 0 0 0 0

315-330 56 5 0 22 3 86 113 14 0 25 5 157 0 0 0 0 0 0

330-345 55 7 0 17 4 83 110 18 0 17 7 152 0 0 0 0 0 0

345-400 67 0 0 11 10 88 133 20 1 20 6 180 0 0 0 0 0 0

400-415 52 2 1 13 5 73 148 15 0 16 1 180 0 0 0 0 0 0

415-430 51 2 0 10 2 65 179 18 0 15 3 215 0 0 0 0 0 0

430-445 71 4 0 18 5 98 211 30 1 20 2 264 0 0 0 0 0 0

445-500 109 9 0 10 2 130 218 19 1 17 7 262 0 0 0 0 0 0

500-515 79 6 0 6 3 94 234 15 0 6 1 256 0 0 0 0 0 0

515-530 73 5 0 2 3 83 189 10 0 8 1 208 0 0 0 0 0 0

530-545 83 5 0 2 3 93 157 3 0 4 4 168 0 0 0 0 0 0

545-600 65 4 0 6 5 80 117 7 0 7 6 137 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 55: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY SEPTEMBER 24, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W 223RD STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 19 0 0 0 0 19 20 1 0 0 3 24

615-630 0 0 0 0 0 0 50 0 0 0 0 50 27 3 0 0 2 32

630-645 0 0 0 0 0 0 100 1 0 0 0 101 39 2 0 1 1 43

645-700 0 0 0 0 0 0 141 1 0 0 1 143 45 0 0 1 3 49

700-715 0 0 0 0 0 0 137 3 0 0 1 141 44 2 0 1 6 53

715-730 0 0 0 0 0 0 165 0 0 0 0 165 46 1 0 1 2 50

730-745 0 0 0 0 0 0 162 2 0 0 2 166 40 6 0 1 1 48

745-800 0 0 0 0 0 0 160 1 0 1 9 171 49 2 0 0 0 51

800-815 0 0 0 0 0 0 122 1 0 1 2 126 36 2 1 4 5 48

815-830 0 0 0 0 0 0 85 3 0 0 3 91 36 3 0 2 1 42

830-845 0 0 0 0 0 0 83 1 0 0 2 86 22 1 0 3 4 30

845-900 0 0 0 0 0 0 72 1 0 0 0 73 14 4 0 2 1 21

HOUR TOTALS

600-700 0 0 0 0 0 0 310 2 0 0 1 313 131 6 0 2 9 148

615-715 0 0 0 0 0 0 428 5 0 0 2 435 155 7 0 3 12 177

630-730 0 0 0 0 0 0 543 5 0 0 2 550 174 5 0 4 12 195

645-745 0 0 0 0 0 0 605 6 0 0 4 615 175 9 0 4 12 200

700-800 0 0 0 0 0 0 624 6 0 1 12 643 179 11 0 3 9 202

715-815 0 0 0 0 0 0 609 4 0 2 13 628 171 11 1 6 8 197

730-830 0 0 0 0 0 0 529 7 0 2 16 554 161 13 1 7 7 189

745-845 0 0 0 0 0 0 450 6 0 2 16 474 143 8 1 9 10 171

800-900 0 0 0 0 0 0 362 6 0 1 7 376 108 10 1 11 11 141

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 23 3 0 5 6 37 0 0 0 0 0 0 10 0 0 4 0 14

215-230 25 3 0 10 10 48 0 0 0 0 0 0 19 1 0 1 0 21

230-245 34 2 0 9 7 52 0 0 0 0 0 0 23 0 0 0 0 23

245-300 20 1 0 13 8 42 0 0 0 0 0 0 17 1 0 0 1 19

300-315 24 0 0 15 10 49 0 0 0 0 0 0 22 0 0 1 0 23

315-330 32 1 0 10 7 50 0 0 0 0 0 0 38 0 0 0 0 38

330-345 49 3 1 10 7 70 0 0 0 0 0 0 25 1 0 1 1 28

345-400 45 2 0 18 9 74 0 0 0 0 0 0 33 2 0 1 1 37

400-415 34 2 1 11 4 52 0 0 0 0 0 0 27 0 0 0 1 28

415-430 27 1 1 10 7 46 0 0 0 0 0 0 18 0 0 0 0 18

430-445 28 0 0 16 10 54 0 0 0 0 0 0 16 1 0 1 1 19

445-500 27 1 1 25 9 63 0 0 0 0 0 0 11 3 0 0 0 14

HOUR TOTALS

200-300 102 9 0 37 31 179 0 0 0 0 0 0 69 2 0 5 1 77

215-315 103 6 0 47 35 191 0 0 0 0 0 0 81 2 0 2 1 86

230-330 110 4 0 47 32 193 0 0 0 0 0 0 100 1 0 1 1 103

245-345 125 5 1 48 32 211 0 0 0 0 0 0 102 2 0 2 2 108

300-400 150 6 1 53 33 243 0 0 0 0 0 0 118 3 0 3 2 126

315-415 160 8 2 49 27 246 0 0 0 0 0 0 123 3 0 2 3 131

330-430 155 8 3 49 27 242 0 0 0 0 0 0 103 3 0 2 3 111

345-445 134 5 2 55 30 226 0 0 0 0 0 0 94 3 0 2 3 102

400-500 116 4 3 62 30 215 0 0 0 0 0 0 72 4 0 1 2 79

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 12 0 0 0 0 12 21 0 0 0 2 23 0 0 0 0 0 0

615-630 8 0 0 0 0 8 35 0 0 0 1 36 0 0 0 0 0 0

630-645 9 2 0 0 1 12 58 0 0 10 0 68 0 0 0 0 0 0

645-700 15 1 0 1 0 17 76 2 0 2 0 80 0 0 0 0 0 0

700-715 23 0 0 0 0 23 131 2 0 3 2 138 0 0 0 0 0 0

715-730 16 0 0 0 0 16 118 1 0 2 1 122 0 0 0 0 0 0

730-745 24 1 0 0 0 25 154 2 0 2 0 158 0 0 0 0 0 0

745-800 22 0 1 1 0 24 148 2 0 5 1 156 0 0 0 0 0 0

800-815 14 1 1 0 0 16 146 0 0 5 0 151 0 0 0 0 0 0

815-830 15 3 0 3 2 23 137 3 0 8 0 148 0 0 0 0 0 0

830-845 14 0 1 3 2 20 108 1 0 5 0 114 0 0 0 0 0 0

845-900 8 1 0 1 0 10 105 2 0 5 0 112 0 0 0 0 0 0

HOUR TOTALS

600-700 44 3 0 1 1 49 190 2 0 12 3 207 0 0 0 0 0 0

615-715 55 3 0 1 1 60 300 4 0 15 3 322 0 0 0 0 0 0

630-730 63 3 0 1 1 68 383 5 0 17 3 408 0 0 0 0 0 0

645-745 78 2 0 1 0 81 479 7 0 9 3 498 0 0 0 0 0 0

700-800 85 1 1 1 0 88 551 7 0 12 4 574 0 0 0 0 0 0

715-815 76 2 2 1 0 81 566 5 0 14 2 587 0 0 0 0 0 0

730-830 75 5 2 4 2 88 585 7 0 20 1 613 0 0 0 0 0 0

745-845 65 4 3 7 4 83 539 6 0 23 1 569 0 0 0 0 0 0

800-900 51 5 2 7 4 69 496 6 0 23 0 525 0 0 0 0 0 0

Page 56: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 TRAFFIC COUNTS

DATE: WEDNESDAY SEPTEMBER 24, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W 223RD STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 72 1 0 2 3 78 24 2 0 3 5 34

215-230 0 0 0 0 0 0 50 1 0 2 2 55 21 2 1 2 3 29

230-245 0 0 0 0 0 0 71 4 0 0 0 75 23 2 0 0 5 30

245-300 0 0 0 0 0 0 75 0 0 0 1 76 17 2 1 1 2 23

300-315 0 0 0 0 0 0 75 0 0 1 1 77 14 0 0 4 3 21

315-330 0 0 0 0 0 0 79 1 0 2 0 82 22 1 0 4 5 32

330-345 0 0 0 0 0 0 50 0 0 0 0 50 23 1 0 0 6 30

345-400 0 0 0 0 0 0 57 1 0 1 2 61 20 0 1 0 6 27

400-415 0 0 0 0 0 0 74 1 0 0 3 78 22 2 0 1 3 28

415-430 0 0 0 0 0 0 61 3 0 2 3 69 20 2 0 1 0 23

430-445 0 0 0 0 0 0 56 1 0 0 0 57 22 0 0 5 1 28

445-500 0 0 0 0 0 0 64 1 0 1 3 69 21 0 1 2 1 25

500-515 0 0 0 0 0 0 82 0 0 0 1 83 25 0 0 1 0 26

515-530 0 0 0 0 0 0 60 0 0 0 0 60 14 1 0 1 2 18

530-545 0 0 0 0 0 0 88 1 0 1 0 90 14 0 0 0 3 17

545-600 0 0 0 0 0 0 64 0 0 0 0 64 11 0 0 1 0 12

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 49 4 1 15 3 72 0 0 0 0 0 0 19 0 0 0 0 19

215-230 49 4 0 11 4 68 0 0 0 0 0 0 10 5 0 5 3 23

230-245 61 4 0 15 3 83 0 0 0 0 0 0 20 1 0 2 0 23

245-300 52 8 1 14 3 78 0 0 0 0 0 0 13 3 0 8 1 25

300-315 49 4 0 11 2 66 0 0 0 0 0 0 10 2 0 2 1 15

315-330 66 7 1 21 4 99 0 0 0 0 0 0 14 0 0 3 1 18

330-345 77 6 0 10 5 98 0 0 0 0 0 0 19 0 0 6 1 26

345-400 67 2 0 13 3 85 0 0 0 0 0 0 6 2 0 2 0 10

400-415 78 3 0 12 4 97 0 0 0 0 0 0 11 0 0 7 0 18

415-430 91 8 1 11 8 119 0 0 0 0 0 0 9 1 0 7 0 17

430-445 117 3 0 7 2 129 0 0 0 0 0 0 10 0 0 1 2 13

445-500 103 9 0 9 4 125 0 0 0 0 0 0 12 2 0 2 0 16

500-515 101 5 0 8 8 122 0 0 0 0 0 0 13 0 0 1 1 15

515-530 122 8 0 5 3 138 0 0 0 0 0 0 13 1 0 0 0 14

530-545 130 6 0 2 3 141 0 0 0 0 0 0 13 1 0 1 0 15

545-600 74 2 0 8 5 89 0 0 0 0 0 0 8 0 0 0 0 8

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 9 2 0 1 1 13 117 0 0 1 1 119 0 0 0 0 0 0

215-230 8 2 0 3 1 14 122 0 0 3 1 126 0 0 0 0 0 0

230-245 11 0 0 4 0 15 179 1 0 2 3 185 0 0 0 0 0 0

245-300 11 2 0 0 0 13 199 1 1 6 2 209 0 0 0 0 0 0

300-315 19 1 0 1 1 22 230 0 0 4 1 235 0 0 0 0 0 0

315-330 17 4 0 1 0 22 320 3 0 5 0 328 0 0 0 0 0 0

330-345 15 2 0 2 0 19 286 2 0 8 2 298 0 0 0 0 0 0

345-400 25 4 0 3 2 34 359 1 0 13 1 374 0 0 0 0 0 0

400-415 22 3 0 3 0 28 284 1 0 3 1 289 0 0 0 0 0 0

415-430 23 1 0 1 0 25 320 4 0 10 0 334 0 0 0 0 0 0

430-445 34 4 0 1 0 39 375 1 0 5 1 382 0 0 0 0 0 0

445-500 27 4 0 1 1 33 374 0 0 4 1 379 0 0 0 0 0 0

500-515 27 2 0 4 0 33 379 3 0 9 1 392 0 0 0 0 0 0

515-530 23 4 0 0 0 27 314 2 0 5 1 322 0 0 0 0 0 0

530-545 15 2 0 2 0 19 228 1 0 3 1 233 0 0 0 0 0 0

545-600 6 1 0 0 0 7 212 1 0 5 0 218 0 0 0 0 0 0

Page 57: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: THURSDAY JANUARY 22, 2009

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W CARSON STREET ON RAMP

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 63 6 0 2 2 73 5 0 0 1 0 6

615-630 0 0 0 0 0 0 74 3 0 3 3 83 14 0 1 1 0 16

630-645 0 0 0 0 0 0 104 4 0 2 2 112 12 0 0 0 1 13

645-700 0 0 0 0 0 0 98 6 0 10 4 118 16 0 0 0 0 16

700-715 0 0 0 0 0 0 100 13 2 7 4 126 18 0 0 0 1 19

715-730 0 0 0 0 0 0 134 12 0 6 3 155 18 0 0 0 1 19

730-745 0 0 0 0 0 0 152 9 0 10 3 174 13 0 0 2 0 15

745-800 0 0 0 0 0 0 161 3 0 8 1 173 20 0 0 0 1 21

800-815 0 0 0 0 0 0 122 7 0 12 4 145 17 0 0 1 1 19

815-830 0 0 0 0 0 0 91 19 0 8 2 120 11 0 0 0 2 13

830-845 0 0 0 0 0 0 84 13 0 11 3 111 10 0 0 0 2 12

845-900 0 0 0 0 0 0 68 22 0 14 7 111 10 1 1 0 1 13

HOUR TOTALS

600-700 0 0 0 0 0 0 339 19 0 17 11 386 47 0 1 2 1 51

615-715 0 0 0 0 0 0 376 26 2 22 13 439 60 0 1 1 2 64

630-730 0 0 0 0 0 0 436 35 2 25 13 511 64 0 0 0 3 67

645-745 0 0 0 0 0 0 484 40 2 33 14 573 65 0 0 2 2 69

700-800 0 0 0 0 0 0 547 37 2 31 11 628 69 0 0 2 3 74

715-815 0 0 0 0 0 0 569 31 0 36 11 647 68 0 0 3 3 74

730-830 0 0 0 0 0 0 526 38 0 38 10 612 61 0 0 3 4 68

745-845 0 0 0 0 0 0 458 42 0 39 10 549 58 0 0 1 6 65

800-900 0 0 0 0 0 0 365 61 0 45 16 487 48 1 1 1 6 57

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 7 1 0 1 2 11 0 0 0 0 0 0 5 0 0 1 2 8

615-630 7 1 0 1 0 9 0 0 0 0 0 0 9 2 0 1 1 13

630-645 8 0 0 1 1 10 0 0 0 0 0 0 17 2 0 1 1 21

645-700 6 0 0 1 0 7 0 0 0 0 0 0 15 1 0 0 0 16

700-715 8 0 0 1 1 10 0 0 0 0 0 0 14 1 0 2 2 19

715-730 13 0 0 1 1 15 0 0 0 0 0 0 25 3 0 2 1 31

730-745 14 0 0 0 0 14 0 0 0 0 0 0 18 2 0 3 0 23

745-800 15 1 0 0 0 16 0 0 0 0 0 0 21 1 0 4 1 27

800-815 10 1 0 2 1 14 0 0 0 0 0 0 17 1 0 5 0 23

815-830 11 1 0 1 1 14 0 0 0 0 0 0 11 1 1 6 0 19

830-845 9 0 0 1 1 11 0 0 0 0 0 0 15 2 0 4 1 22

845-900 10 0 0 3 0 13 0 0 0 0 0 0 18 2 0 0 4 24

HOUR TOTALS

600-700 28 2 0 4 3 37 0 0 0 0 0 0 46 5 0 3 4 58

615-715 29 1 0 4 2 36 0 0 0 0 0 0 55 6 0 4 4 69

630-730 35 0 0 4 3 42 0 0 0 0 0 0 71 7 0 5 4 87

645-745 41 0 0 3 2 46 0 0 0 0 0 0 72 7 0 7 3 89

700-800 50 1 0 2 2 55 0 0 0 0 0 0 78 7 0 11 4 100

715-815 52 2 0 3 2 59 0 0 0 0 0 0 81 7 0 14 2 104

730-830 50 3 0 3 2 58 0 0 0 0 0 0 67 5 1 18 1 92

745-845 45 3 0 4 3 55 0 0 0 0 0 0 64 5 1 19 2 91

800-900 40 2 0 7 3 52 0 0 0 0 0 0 61 6 1 15 5 88

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 9 2 0 1 1 13 41 1 0 1 0 43 0 0 0 0 0 0

215-230 14 1 0 0 1 16 82 1 0 2 0 85 0 0 0 0 0 0

230-245 16 0 0 0 0 16 92 2 0 7 0 101 0 0 0 0 0 0

245-300 17 0 0 2 2 21 132 0 0 4 0 136 0 0 0 0 0 0

300-315 15 0 0 0 0 15 129 1 0 5 0 135 0 0 0 0 0 0

315-330 14 1 0 2 0 17 138 4 0 6 0 148 0 0 0 0 0 0

330-345 25 6 0 1 2 34 158 3 0 6 3 170 0 0 0 0 0 0

345-400 23 2 0 0 0 25 227 8 1 11 1 248 0 0 0 0 0 0

400-415 22 2 0 0 2 26 149 13 0 10 1 173 0 0 0 0 0 0

415-430 27 1 0 2 0 30 151 3 0 6 1 161 0 0 0 0 0 0

430-445 23 2 0 1 0 26 91 5 1 6 0 103 0 0 0 0 0 0

445-500 21 2 0 2 0 25 96 5 0 17 3 121 0 0 0 0 0 0

HOUR TOTALS

200-300 56 3 0 3 4 66 347 4 0 14 0 365 0 0 0 0 0 0

215-315 62 1 0 2 3 68 435 4 0 18 0 457 0 0 0 0 0 0

230-330 62 1 0 4 2 69 491 7 0 22 0 520 0 0 0 0 0 0

245-345 71 7 0 5 4 87 557 8 0 21 3 589 0 0 0 0 0 0

300-400 77 9 0 3 2 91 652 16 1 28 4 701 0 0 0 0 0 0

315-415 84 11 0 3 4 102 672 28 1 33 5 739 0 0 0 0 0 0

330-430 97 11 0 3 4 115 685 27 1 33 6 752 0 0 0 0 0 0

345-445 95 7 0 3 2 107 618 29 2 33 3 685 0 0 0 0 0 0

400-500 93 7 0 5 2 107 487 26 1 39 5 558 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 58: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTECAXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: THURSDAY JANUARY 22, 2009

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W CARSON STREET ON RAMP

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 99 10 0 12 10 131 14 1 0 1 0 16

215-230 0 0 0 0 0 0 85 8 1 13 3 110 11 1 1 0 0 13

230-245 0 0 0 0 0 0 117 8 3 14 1 143 19 1 0 2 1 23

245-300 0 0 0 0 0 0 97 7 0 23 3 130 15 2 0 0 0 17

300-315 0 0 0 0 0 0 104 7 0 16 3 130 7 1 0 0 0 8

315-330 0 0 0 0 0 0 95 8 2 17 8 130 9 3 1 0 0 13

330-345 0 0 0 0 0 0 129 8 0 12 4 153 10 0 0 0 0 10

345-400 0 0 0 0 0 0 129 4 0 11 4 148 15 1 0 1 1 18

400-415 0 0 0 0 0 0 155 5 0 18 4 182 16 0 1 1 0 18

415-430 0 0 0 0 0 0 131 2 0 15 4 152 13 1 0 2 0 16

430-445 0 0 0 0 0 0 160 15 0 13 0 188 18 1 0 0 0 19

445-500 0 0 0 0 0 0 189 14 0 8 1 212 26 2 1 0 0 29

500-515 0 0 0 0 0 0 144 10 1 14 1 170 25 3 0 1 1 30

515-530 0 0 0 0 0 0 146 8 1 14 1 170 23 3 0 1 0 27

530-545 0 0 0 0 0 0 136 7 0 11 2 156 17 0 0 1 0 18

545-600 0 0 0 0 0 0 106 5 1 8 2 122 15 1 0 0 0 16

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 15 0 0 1 0 16 0 0 0 0 0 0 13 0 0 1 1 15

215-230 10 0 0 1 0 11 0 0 0 0 0 0 13 1 0 1 1 16

230-245 13 0 0 1 0 14 0 0 0 0 0 0 18 2 0 4 1 25

245-300 7 3 0 1 0 11 0 0 0 0 0 0 12 1 0 2 2 17

300-315 18 0 0 1 0 19 0 0 0 0 0 0 6 1 0 1 3 11

315-330 10 1 0 2 0 13 0 0 0 0 0 0 10 1 1 0 2 14

330-345 27 0 0 0 1 28 0 0 0 0 0 0 11 2 1 1 2 17

345-400 22 0 0 2 0 24 0 0 0 0 0 0 16 1 0 5 2 24

400-415 14 1 0 2 0 17 0 0 0 0 0 0 11 1 0 9 3 24

415-430 14 0 0 1 0 15 0 0 0 0 0 0 11 1 0 6 1 19

430-445 19 0 0 2 0 21 0 0 0 0 0 0 18 1 0 4 2 25

445-500 16 0 0 0 0 16 0 0 0 0 0 0 16 0 1 8 1 26

500-515 19 1 0 1 0 21 0 0 0 0 0 0 16 1 0 6 1 24

515-530 16 1 0 0 0 17 0 0 0 0 0 0 13 1 0 3 0 17

530-545 15 1 0 0 0 16 0 0 0 0 0 0 18 0 0 2 0 20

545-600 12 0 0 1 0 13 0 0 0 0 0 0 12 0 0 3 0 15

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 7 0 0 1 1 9 99 25 2 21 1 148 0 0 0 0 0 0

215-230 16 3 0 1 0 20 98 20 1 19 0 138 0 0 0 0 0 0

230-245 16 1 0 2 1 20 114 24 1 14 1 154 0 0 0 0 0 0

245-300 12 0 0 2 1 15 102 24 1 20 0 147 0 0 0 0 0 0

300-315 18 2 0 5 4 29 120 19 1 23 0 163 0 0 0 0 0 0

315-330 7 2 0 1 1 11 100 11 0 18 0 129 0 0 0 0 0 0

330-345 11 3 0 2 1 17 142 25 0 11 3 181 0 0 0 0 0 0

345-400 10 4 0 1 2 17 139 21 0 16 2 178 0 0 0 0 0 0

400-415 19 4 0 0 1 24 119 10 0 6 1 136 0 0 0 0 0 0

415-430 18 3 0 2 2 25 150 23 0 17 2 192 0 0 0 0 0 0

430-445 20 4 0 0 3 27 184 22 2 14 3 225 0 0 0 0 0 0

445-500 15 4 0 1 1 21 166 19 0 10 1 196 0 0 0 0 0 0

500-515 13 2 0 0 0 15 161 6 1 6 0 174 0 0 0 0 0 0

515-530 14 3 0 1 0 18 191 6 0 6 0 203 0 0 0 0 0 0

530-545 18 0 0 0 0 18 130 2 0 4 0 136 0 0 0 0 0 0

545-600 10 0 0 0 0 10 105 3 0 6 0 114 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 59: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: THURSDAY JANUARY 22, 2009

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET ON RAMP

E/W CARSON STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 52 0 0 2 0 54 5 0 0 0 0 5

615-630 0 0 0 0 0 0 56 0 0 1 3 60 6 2 0 0 1 9

630-645 0 0 0 0 0 0 98 0 0 0 5 103 12 1 0 2 2 17

645-700 0 0 0 0 0 0 136 4 0 1 7 148 9 1 0 0 1 11

700-715 0 0 0 0 0 0 104 1 0 0 3 108 14 0 0 0 0 14

715-730 0 0 0 0 0 0 137 0 0 0 2 139 19 1 0 0 1 21

730-745 0 0 0 0 0 0 171 2 0 0 1 174 16 0 0 0 0 16

745-800 0 0 0 0 0 0 164 0 0 0 4 168 12 0 0 0 1 13

800-815 0 0 0 0 0 0 153 4 0 3 2 162 17 0 0 0 0 17

815-830 0 0 0 0 0 0 117 2 0 2 3 124 8 1 1 0 0 10

830-845 0 0 0 0 0 0 85 1 0 0 1 87 9 0 0 0 1 10

845-900 0 0 0 0 0 0 84 4 0 1 1 90 9 0 0 1 1 11

HOUR TOTALS

600-700 0 0 0 0 0 0 342 4 0 4 15 365 32 4 0 2 4 42

615-715 0 0 0 0 0 0 394 5 0 2 18 419 41 4 0 2 4 51

630-730 0 0 0 0 0 0 475 5 0 1 17 498 54 3 0 2 4 63

645-745 0 0 0 0 0 0 548 7 0 1 13 569 58 2 0 0 2 62

700-800 0 0 0 0 0 0 576 3 0 0 10 589 61 1 0 0 2 64

715-815 0 0 0 0 0 0 625 6 0 3 9 643 64 1 0 0 2 67

730-830 0 0 0 0 0 0 605 8 0 5 10 628 53 1 1 0 1 56

745-845 0 0 0 0 0 0 519 7 0 5 10 541 46 1 1 0 2 50

800-900 0 0 0 0 0 0 439 11 0 6 7 463 43 1 1 1 2 48

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 3 0 0 0 0 3 0 0 0 0 0 0 14 2 0 1 0 17

215-230 7 0 0 0 1 8 0 0 0 0 0 0 19 1 1 0 2 23

230-245 9 0 0 0 0 9 0 0 0 0 0 0 18 0 0 1 1 20

245-300 6 0 0 0 0 6 0 0 0 0 0 0 27 0 0 2 1 30

300-315 11 0 0 0 1 12 0 0 0 0 0 0 17 0 0 0 0 17

315-330 10 0 0 0 0 10 0 0 0 0 0 0 30 2 0 2 1 35

330-345 9 0 0 1 0 10 0 0 0 0 0 0 26 5 0 1 2 34

345-400 8 0 0 0 0 8 0 0 0 0 0 0 30 2 0 0 1 33

400-415 8 0 0 1 0 9 0 0 0 0 0 0 31 2 0 1 2 36

415-430 10 0 0 0 0 10 0 0 0 0 0 0 32 1 0 1 3 37

430-445 5 0 0 0 0 5 0 0 0 0 0 0 28 2 0 0 1 31

445-500 1 0 0 0 0 1 0 0 0 0 0 0 23 3 1 2 2 31

HOUR TOTALS

200-300 25 0 0 0 1 26 0 0 0 0 0 0 78 3 1 4 4 90

215-315 33 0 0 0 2 35 0 0 0 0 0 0 81 1 1 3 4 90

230-330 36 0 0 0 1 37 0 0 0 0 0 0 92 2 0 5 3 102

245-345 36 0 0 1 1 38 0 0 0 0 0 0 100 7 0 5 4 116

300-400 38 0 0 1 1 40 0 0 0 0 0 0 103 9 0 3 4 119

315-415 35 0 0 2 0 37 0 0 0 0 0 0 117 11 0 4 6 138

330-430 35 0 0 2 0 37 0 0 0 0 0 0 119 10 0 3 8 140

345-445 31 0 0 1 0 32 0 0 0 0 0 0 121 7 0 2 7 137

400-500 24 0 0 1 0 25 0 0 0 0 0 0 114 8 1 4 8 135

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 9 1 0 1 2 13 22 0 0 0 0 22 0 0 0 0 0 0

615-630 10 0 0 2 0 12 24 0 0 0 1 25 0 0 0 0 0 0

630-645 13 1 0 1 0 15 26 0 0 0 3 29 0 0 0 0 0 0

645-700 9 0 0 0 1 10 38 1 0 0 0 39 0 0 0 0 0 0

700-715 8 1 0 3 1 13 36 1 0 1 2 40 0 0 0 0 0 0

715-730 18 2 0 3 2 25 43 0 1 1 0 45 0 0 0 0 0 0

730-745 19 3 0 4 0 26 58 0 0 1 5 64 0 0 0 0 0 0

745-800 22 0 0 3 1 26 80 3 0 1 6 90 0 0 0 0 0 0

800-815 10 3 0 7 0 20 85 0 0 2 5 92 0 0 0 0 0 0

815-830 14 1 0 6 2 23 59 0 0 3 3 65 0 0 0 0 0 0

830-845 17 3 0 6 1 27 41 0 0 1 3 45 0 0 0 0 0 0

845-900 16 0 0 1 4 21 49 0 0 0 3 52 0 0 0 0 0 0

HOUR TOTALS

600-700 41 2 0 4 3 50 110 1 0 0 4 115 0 0 0 0 0 0

615-715 40 2 0 6 2 50 124 2 0 1 6 133 0 0 0 0 0 0

630-730 48 4 0 7 4 63 143 2 1 2 5 153 0 0 0 0 0 0

645-745 54 6 0 10 4 74 175 2 1 3 7 188 0 0 0 0 0 0

700-800 67 6 0 13 4 90 217 4 1 4 13 239 0 0 0 0 0 0

715-815 69 8 0 17 3 97 266 3 1 5 16 291 0 0 0 0 0 0

730-830 65 7 0 20 3 95 282 3 0 7 19 311 0 0 0 0 0 0

745-845 63 7 0 22 4 96 265 3 0 7 17 292 0 0 0 0 0 0

800-900 57 7 0 20 7 91 234 0 0 6 14 254 0 0 0 0 0 0

Page 60: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTECAXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: THURSDAY JANUARY 22, 2009

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET ON RAMP

E/W CARSON STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 64 0 0 1 0 65 12 0 0 0 0 12

215-230 0 0 0 0 0 0 50 1 0 0 1 52 10 1 0 1 1 13

230-245 0 0 0 0 0 0 80 0 0 1 0 81 17 0 0 1 0 18

245-300 0 0 0 0 0 0 50 1 0 0 0 51 6 1 0 0 0 7

300-315 0 0 0 0 0 0 57 0 0 0 0 57 8 0 0 0 0 8

315-330 0 0 0 0 0 0 57 1 0 0 2 60 7 0 1 0 2 10

330-345 0 0 0 0 0 0 60 0 0 0 1 61 7 2 1 0 1 11

345-400 0 0 0 0 0 0 73 1 0 0 0 74 12 0 0 0 0 12

400-415 0 0 0 0 0 0 52 0 0 0 1 53 7 0 0 0 1 8

415-430 0 0 0 0 0 0 65 1 0 0 0 66 12 0 0 1 0 13

430-445 0 0 0 0 0 0 61 3 0 0 1 65 12 0 0 0 1 13

445-500 0 0 0 0 0 0 77 1 0 1 0 79 16 0 0 0 0 16

500-515 0 0 0 0 0 0 89 1 0 2 0 92 10 0 0 0 0 10

515-530 0 0 0 0 0 0 86 0 0 1 0 87 10 1 0 0 0 11

530-545 0 0 0 0 0 0 82 1 0 1 0 84 12 1 0 0 0 13

545-600 0 0 0 0 0 0 92 0 0 3 1 96 6 0 0 1 1 8

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 7 0 0 1 0 8 0 0 0 0 0 0 13 0 0 0 0 13

215-230 7 0 0 0 0 7 0 0 0 0 0 0 16 2 0 2 0 20

230-245 12 0 0 0 1 13 0 0 0 0 0 0 20 4 1 2 1 28

245-300 11 0 1 1 1 14 0 0 0 0 0 0 20 2 0 2 1 25

300-315 14 0 0 1 2 17 0 0 0 0 0 0 14 3 0 3 2 22

315-330 7 0 0 1 0 8 0 0 0 0 0 0 9 5 0 1 2 17

330-345 5 1 0 1 0 7 0 0 0 0 0 0 9 3 0 1 0 13

345-400 16 0 0 0 1 17 0 0 0 0 0 0 13 5 0 0 2 20

400-415 22 0 0 0 0 22 0 0 0 0 0 0 16 4 1 2 2 25

415-430 16 0 0 0 0 16 0 0 0 0 0 0 12 4 0 4 1 21

430-445 21 0 0 0 0 21 0 0 0 0 0 0 12 5 1 0 1 19

445-500 23 1 0 0 0 24 0 0 0 0 0 0 23 5 0 1 0 29

500-515 17 0 0 0 0 17 0 0 0 0 0 0 19 5 0 1 1 26

515-530 19 1 0 0 1 21 0 0 0 0 0 0 13 5 0 2 2 22

530-545 19 0 0 0 0 19 0 0 0 0 0 0 17 1 0 1 0 19

545-600 21 0 0 0 0 21 0 0 0 0 0 0 7 1 0 0 0 8

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 16 0 0 3 0 19 75 0 0 0 1 76 0 0 0 0 0 0

215-230 10 0 0 1 0 11 85 0 0 1 7 93 0 0 0 0 0 0

230-245 18 2 0 5 1 26 124 0 0 1 0 125 0 0 0 0 0 0

245-300 10 2 0 1 3 16 101 0 0 1 2 104 0 0 0 0 0 0

300-315 14 1 0 3 1 19 110 0 0 2 1 113 0 0 0 0 0 0

315-330 14 2 0 2 2 20 113 0 0 1 3 117 0 0 0 0 0 0

330-345 29 0 0 1 2 32 132 0 0 1 2 135 0 0 0 0 0 0

345-400 24 1 0 5 3 33 124 0 0 0 1 125 0 0 0 0 0 0

400-415 19 2 1 12 1 35 137 1 0 0 2 140 0 0 0 0 0 0

415-430 15 1 0 7 2 25 153 0 0 1 2 156 0 0 0 0 0 0

430-445 22 1 0 3 2 28 151 0 0 2 2 155 0 0 0 0 0 0

445-500 16 1 1 8 0 26 142 0 0 0 0 142 0 0 0 0 0 0

500-515 27 1 0 8 0 36 156 0 0 0 1 157 0 0 0 0 0 0

515-530 19 1 0 3 1 24 167 0 0 1 2 170 0 0 0 0 0 0

530-545 22 0 0 1 1 24 179 0 0 0 1 180 0 0 0 0 0 0

545-600 17 1 0 2 0 20 151 1 0 1 0 153 0 0 0 0 0 0

Page 61: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY JANUARY 21, 2009

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W ARTESIA BOULEVARD RAMP

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 24 0 0 0 1 25 87 1 0 0 2 90 0 0 0 0 0 0

615-630 22 1 0 0 2 25 113 0 1 1 1 116 0 0 0 0 0 0

630-645 23 0 0 0 0 23 183 0 0 1 0 184 0 0 0 0 0 0

645-700 37 0 0 1 0 38 169 1 0 3 2 175 0 0 0 0 0 0

700-715 29 0 0 2 0 31 160 1 0 2 3 166 0 0 0 0 0 0

715-730 30 0 1 0 3 34 180 2 0 2 7 191 0 0 0 0 0 0

730-745 32 0 0 3 0 35 220 0 0 3 3 226 0 0 0 0 0 0

745-800 43 0 0 1 0 44 210 0 0 1 3 214 0 0 0 0 0 0

800-815 35 0 0 1 0 36 164 3 0 7 3 177 0 0 0 0 0 0

815-830 30 0 0 1 0 31 124 1 0 9 3 137 0 0 0 0 0 0

830-845 32 0 0 3 1 36 97 2 0 5 5 109 0 0 0 0 0 0

845-900 30 1 0 3 0 34 94 2 0 5 4 105 0 0 0 0 0 0

HOUR TOTALS

600-700 106 1 0 1 3 111 552 2 1 5 5 565 0 0 0 0 0 0

615-715 111 1 0 3 2 117 625 2 1 7 6 641 0 0 0 0 0 0

630-730 119 0 1 3 3 126 692 4 0 8 12 716 0 0 0 0 0 0

645-745 128 0 1 6 3 138 729 4 0 10 15 758 0 0 0 0 0 0

700-800 134 0 1 6 3 144 770 3 0 8 16 797 0 0 0 0 0 0

715-815 140 0 1 5 3 149 774 5 0 13 16 808 0 0 0 0 0 0

730-830 140 0 0 6 0 146 718 4 0 20 12 754 0 0 0 0 0 0

745-845 140 0 0 6 1 147 595 6 0 22 14 637 0 0 0 0 0 0

800-900 127 1 0 8 1 137 479 8 0 26 15 528 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 40 0 0 0 0 40 4 0 0 2 0 6

615-630 0 0 0 0 0 0 40 0 0 0 0 40 5 0 0 1 0 6

630-645 0 0 0 0 0 0 47 2 0 6 0 55 5 1 0 2 0 8

645-700 0 0 0 0 0 0 65 0 0 1 1 67 15 1 0 0 0 16

700-715 0 0 0 0 0 0 54 0 0 2 1 57 0 0 0 1 2 3

715-730 0 0 0 0 0 0 84 0 0 6 1 91 13 0 0 2 0 15

730-745 0 0 0 0 0 0 80 0 0 3 1 84 12 0 0 1 0 13

745-800 0 0 0 0 0 0 119 2 0 2 2 125 8 2 0 2 0 12

800-815 0 0 0 0 0 0 85 1 0 4 2 92 11 1 0 1 3 16

815-830 0 0 0 0 0 0 81 1 0 0 4 86 7 0 0 1 4 12

830-845 0 0 0 0 0 0 81 2 0 1 2 86 6 2 0 1 3 12

845-900 0 0 0 0 0 0 70 1 0 2 4 77 7 2 0 1 2 12

HOUR TOTALS

600-700 0 0 0 0 0 0 192 2 0 7 1 202 29 2 0 5 0 36

615-715 0 0 0 0 0 0 206 2 0 9 2 219 25 2 0 4 2 33

630-730 0 0 0 0 0 0 250 2 0 15 3 270 33 2 0 5 2 42

645-745 0 0 0 0 0 0 283 0 0 12 4 299 40 1 0 4 2 47

700-800 0 0 0 0 0 0 337 2 0 13 5 357 33 2 0 6 2 43

715-815 0 0 0 0 0 0 368 3 0 15 6 392 44 3 0 6 3 56

730-830 0 0 0 0 0 0 365 4 0 9 9 387 38 3 0 5 7 53

745-845 0 0 0 0 0 0 366 6 0 7 10 389 32 5 0 5 10 52

800-900 0 0 0 0 0 0 317 5 0 7 12 341 31 5 0 4 12 52

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 52 0 0 2 2 56 0 0 0 0 0 0 33 0 0 0 1 34

615-630 61 3 0 1 2 67 0 0 0 0 0 0 54 0 0 0 1 55

630-645 57 2 0 0 0 59 0 0 0 0 0 0 33 1 0 0 0 34

645-700 88 1 0 2 1 92 0 0 0 0 0 0 44 0 0 0 2 46

700-715 70 2 0 3 2 77 0 0 0 0 0 0 54 0 0 3 1 58

715-730 47 1 0 2 0 50 0 0 0 0 0 0 56 0 0 1 1 58

730-745 70 2 0 5 3 80 0 0 0 0 0 0 66 0 0 1 1 68

745-800 77 2 0 2 2 83 0 0 0 0 0 0 63 0 0 1 0 64

800-815 65 2 0 7 1 75 0 0 0 0 0 0 73 1 1 1 0 76

815-830 48 4 0 5 2 59 0 0 0 0 0 0 71 1 0 0 1 73

830-845 46 1 0 4 2 53 0 0 0 0 0 0 82 0 1 1 1 85

845-900 33 3 0 3 1 40 0 0 0 0 0 0 96 0 0 3 2 101

HOUR TOTALS

600-700 258 6 0 5 5 274 0 0 0 0 0 0 164 1 0 0 4 169

615-715 276 8 0 6 5 295 0 0 0 0 0 0 185 1 0 3 4 193

630-730 262 6 0 7 3 278 0 0 0 0 0 0 187 1 0 4 4 196

645-745 275 6 0 12 6 299 0 0 0 0 0 0 220 0 0 5 5 230

700-800 264 7 0 12 7 290 0 0 0 0 0 0 239 0 0 6 3 248

715-815 259 7 0 16 6 288 0 0 0 0 0 0 258 1 1 4 2 266

730-830 260 10 0 19 8 297 0 0 0 0 0 0 273 2 1 3 2 281

745-845 236 9 0 18 7 270 0 0 0 0 0 0 289 2 2 3 2 298

800-900 192 10 0 19 6 227 0 0 0 0 0 0 322 2 2 5 4 335

Page 62: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTECAXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY JANUARY 21, 2009

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W ARTESIA BOULEVARD ON RAMP

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 57 0 0 2 1 60 153 1 1 4 3 162 0 0 0 0 0 0

215-230 57 0 0 4 0 61 164 0 0 3 1 168 0 0 0 0 0 0

230-245 63 0 0 1 0 64 153 2 0 8 4 167 0 0 0 0 0 0

245-300 62 0 0 7 1 70 126 1 0 3 2 132 0 0 0 0 0 0

300-315 46 0 0 0 0 46 115 0 0 2 3 120 0 0 0 0 0 0

315-330 67 0 0 1 1 69 149 2 0 2 1 154 0 0 0 0 0 0

330-345 75 0 0 1 2 78 148 0 0 5 2 155 0 0 0 0 0 0

345-400 66 0 0 0 0 66 131 1 0 2 1 135 0 0 0 0 0 0

400-415 58 0 0 3 0 61 158 0 0 6 0 164 0 0 0 0 0 0

415-430 51 0 0 1 3 55 161 1 0 2 0 164 0 0 0 0 0 0

430-445 59 0 0 1 0 60 173 1 0 7 1 182 0 0 0 0 0 0

445-500 56 0 0 0 3 59 142 0 0 4 1 147 0 0 0 0 0 0

500-515 60 5 0 1 0 66 173 0 0 1 1 175 0 0 0 0 0 0

515-530 66 0 0 1 0 67 164 1 0 1 0 166 0 0 0 0 0 0

530-545 47 0 0 1 1 49 140 0 0 3 0 143 0 0 0 0 0 0

545-600 65 0 0 2 0 67 136 1 0 4 1 142 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 107 2 0 4 4 117 30 2 0 3 1 36

215-230 0 0 0 0 0 0 119 1 0 4 3 127 17 0 0 1 0 18

230-245 0 0 0 0 0 0 166 0 0 6 3 175 21 0 0 1 1 23

245-300 0 0 0 0 0 0 120 0 0 4 2 126 24 1 0 4 1 30

300-315 0 0 0 0 0 0 119 0 0 3 7 129 14 2 0 2 0 18

315-330 0 0 0 0 0 0 123 1 0 3 5 132 16 2 0 1 1 20

330-345 0 0 0 0 0 0 150 0 0 3 1 154 27 1 0 3 0 31

345-400 0 0 0 0 0 0 149 2 0 4 3 158 12 1 0 3 0 16

400-415 0 0 0 0 0 0 142 2 0 2 1 147 14 1 0 3 0 18

415-430 0 0 0 0 0 0 121 4 0 8 1 134 17 0 0 0 0 17

430-445 0 0 0 0 0 0 152 1 0 5 0 158 21 5 0 1 0 27

445-500 0 0 0 0 0 0 141 3 0 7 3 154 20 1 0 1 0 22

500-515 0 0 0 0 0 0 154 1 0 2 4 161 33 0 0 2 0 35

515-530 0 0 0 0 0 0 143 1 0 6 3 153 20 0 0 0 2 22

530-545 0 0 0 0 0 0 122 1 0 5 0 128 19 0 0 1 0 20

545-600 0 0 0 0 0 0 109 0 0 2 2 113 13 0 0 0 0 13

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 19 2 1 5 2 29 0 0 0 0 0 0 89 0 0 4 0 93

215-230 14 1 0 6 1 22 0 0 0 0 0 0 81 2 0 0 1 84

230-245 25 2 0 3 4 34 0 0 0 0 0 0 86 0 0 1 0 87

245-300 25 1 0 7 1 34 0 0 0 0 0 0 92 0 0 2 0 94

300-315 19 1 0 4 2 26 0 0 0 0 0 0 104 1 0 0 0 105

315-330 25 3 0 8 2 38 0 0 0 0 0 0 96 0 0 0 0 96

330-345 21 1 0 6 1 29 0 0 0 0 0 0 111 0 0 0 0 111

345-400 13 1 0 5 3 22 0 0 0 0 0 0 107 0 0 1 0 108

400-415 15 2 0 7 0 24 0 0 0 0 0 0 101 0 0 1 1 103

415-430 23 1 0 8 2 34 0 0 0 0 0 0 120 1 0 0 0 121

430-445 12 1 1 5 0 19 0 0 0 0 0 0 126 0 0 0 0 126

445-500 24 0 0 5 1 30 0 0 0 0 0 0 124 0 0 1 1 126

500-515 25 4 0 3 2 34 0 0 0 0 0 0 115 0 0 1 2 118

515-530 17 0 0 5 2 24 0 0 0 0 0 0 113 1 0 0 0 114

530-545 16 0 0 1 3 20 0 0 0 0 0 0 104 0 0 0 0 104

545-600 11 1 0 2 0 14 0 0 0 0 0 0 96 0 0 1 0 97

Page 63: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY JANUARY 28, 2009

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W ARTESIA BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 34 1 0 0 0 35 0 0 0 0 0 0 2 0 0 0 0 2

615-630 25 1 0 0 1 27 0 0 0 0 0 0 2 0 0 0 0 2

630-645 31 1 0 3 2 37 0 0 0 0 0 0 1 0 0 0 0 1

645-700 34 0 0 3 0 37 0 0 0 0 0 0 2 0 0 0 0 2

700-715 36 1 0 1 0 38 0 0 0 0 0 0 4 0 0 0 1 5

715-730 38 0 1 1 2 42 0 0 0 0 0 0 2 0 0 0 0 2

730-745 53 0 0 5 1 59 0 0 0 0 0 0 0 0 0 0 0 0

745-800 36 1 0 4 1 42 0 0 0 0 0 0 3 0 0 0 0 3

800-815 48 2 0 0 2 52 0 0 0 0 0 0 3 0 0 0 0 3

815-830 36 0 0 1 3 40 0 0 0 0 0 0 3 0 0 0 0 3

830-845 34 1 0 4 2 41 0 0 0 0 0 0 5 0 0 1 1 7

845-900 29 2 0 5 3 39 0 0 0 0 0 0 4 0 0 0 1 5

HOUR TOTALS

600-700 124 3 0 6 3 136 0 0 0 0 0 0 7 0 0 0 0 7

615-715 126 3 0 7 3 139 0 0 0 0 0 0 9 0 0 0 1 10

630-730 139 2 1 8 4 154 0 0 0 0 0 0 9 0 0 0 1 10

645-745 161 1 1 10 3 176 0 0 0 0 0 0 8 0 0 0 1 9

700-800 163 2 1 11 4 181 0 0 0 0 0 0 9 0 0 0 1 10

715-815 175 3 1 10 6 195 0 0 0 0 0 0 8 0 0 0 0 8

730-830 173 3 0 10 7 193 0 0 0 0 0 0 9 0 0 0 0 9

745-845 154 4 0 9 8 175 0 0 0 0 0 0 14 0 0 1 1 16

800-900 147 5 0 10 10 172 0 0 0 0 0 0 15 0 0 1 2 18

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 69 1 0 1 2 73 174 2 0 3 1 180 0 0 0 0 0 0

615-630 96 3 0 1 2 102 215 6 0 3 0 224 0 0 0 0 0 0

630-645 103 1 1 1 1 107 312 2 1 3 3 321 0 0 0 0 0 0

645-700 134 2 0 3 2 141 380 2 0 4 2 388 0 0 0 0 0 0

700-715 103 2 0 3 1 109 377 1 0 10 0 388 0 0 0 0 0 0

715-730 100 2 0 3 2 107 352 2 0 14 3 371 0 0 0 0 0 0

730-745 144 0 0 5 2 151 377 6 0 3 0 386 0 0 0 0 0 0

745-800 135 3 0 6 2 146 369 4 0 11 5 389 0 0 0 0 0 0

800-815 111 3 1 4 2 121 341 3 0 9 3 356 0 0 0 0 0 0

815-830 120 5 0 4 3 132 278 3 0 7 4 292 0 0 0 0 0 0

830-845 131 2 0 7 0 140 289 0 0 14 2 305 0 0 0 0 0 0

845-900 115 3 1 9 3 131 304 0 0 13 3 320 0 0 0 0 0 0

HOUR TOTALS

600-700 402 7 1 6 7 423 1081 12 1 13 6 1113 0 0 0 0 0 0

615-715 436 8 1 8 6 459 1284 11 1 20 5 1321 0 0 0 0 0 0

630-730 440 7 1 10 6 464 1421 7 1 31 8 1468 0 0 0 0 0 0

645-745 481 6 0 14 7 508 1486 11 0 31 5 1533 0 0 0 0 0 0

700-800 482 7 0 17 7 513 1475 13 0 38 8 1534 0 0 0 0 0 0

715-815 490 8 1 18 8 525 1439 15 0 37 11 1502 0 0 0 0 0 0

730-830 510 11 1 19 9 550 1365 16 0 30 12 1423 0 0 0 0 0 0

745-845 497 13 1 21 7 539 1277 10 0 41 14 1342 0 0 0 0 0 0

800-900 477 13 2 24 8 524 1212 6 0 43 12 1273 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 29 1 0 3 0 33 2 0 0 0 0 2

615-630 0 0 0 0 0 0 22 0 0 4 0 26 3 0 0 0 0 3

630-645 0 0 0 0 0 0 23 2 1 3 0 29 5 0 0 0 1 6

645-700 0 0 0 0 0 0 40 1 0 4 1 46 6 0 0 0 0 6

700-715 0 0 0 0 0 0 51 3 0 2 0 56 3 0 0 1 0 4

715-730 0 0 0 0 0 0 40 0 0 6 0 46 3 0 0 0 1 4

730-745 0 0 0 0 0 0 54 1 0 7 0 62 5 0 0 0 0 5

745-800 0 0 0 0 0 0 63 3 0 5 0 71 6 0 0 1 0 7

800-815 0 0 0 0 0 0 39 4 0 3 1 47 10 0 0 0 2 12

815-830 0 0 0 0 0 0 44 0 0 7 1 52 3 0 0 0 0 3

830-845 0 0 0 0 0 0 38 0 0 5 0 43 9 0 0 0 0 9

845-900 0 0 0 0 0 0 37 1 0 6 1 45 8 0 0 0 0 8

HOUR TOTALS

600-700 0 0 0 0 0 0 114 4 1 14 1 134 16 0 0 0 1 17

615-715 0 0 0 0 0 0 136 6 1 13 1 157 17 0 0 1 1 19

630-730 0 0 0 0 0 0 154 6 1 15 1 177 17 0 0 1 2 20

645-745 0 0 0 0 0 0 185 5 0 19 1 210 17 0 0 1 1 19

700-800 0 0 0 0 0 0 208 7 0 20 0 235 17 0 0 2 1 20

715-815 0 0 0 0 0 0 196 8 0 21 1 226 24 0 0 1 3 28

730-830 0 0 0 0 0 0 200 8 0 22 2 232 24 0 0 1 2 27

745-845 0 0 0 0 0 0 184 7 0 20 2 213 28 0 0 1 2 31

800-900 0 0 0 0 0 0 158 5 0 21 3 187 30 0 0 0 2 32

Page 64: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTECAXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY JANUARY 28, 2009

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W ARTESIA BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 74 1 0 7 2 84 0 0 0 0 0 0 16 0 0 0 0 16

215-230 65 1 0 8 1 75 0 0 0 0 0 0 10 0 0 0 0 10

230-245 68 0 1 2 0 71 0 0 0 0 0 0 14 0 0 0 1 15

245-300 68 0 0 5 1 74 0 0 0 0 0 0 14 0 0 0 0 14

300-315 47 2 0 5 0 54 0 0 0 0 0 0 13 0 0 0 0 13

315-330 59 3 0 3 2 67 0 0 0 0 0 0 18 0 0 2 0 20

330-345 96 2 0 3 2 103 0 0 0 0 0 0 18 0 0 1 0 19

345-400 52 1 0 2 0 55 0 0 0 0 0 0 15 0 0 0 0 15

400-415 65 0 0 6 0 71 0 0 0 0 0 0 15 0 0 0 0 15

415-430 45 2 0 2 3 52 0 0 0 0 0 0 12 0 0 0 0 12

430-445 77 3 0 6 0 86 0 0 0 0 0 0 12 0 0 0 0 12

445-500 65 2 0 2 1 70 0 0 0 0 0 0 14 0 0 0 0 14

500-515 67 4 0 0 1 72 0 0 0 0 0 0 19 0 0 0 0 19

515-530 63 2 0 3 2 70 0 0 0 0 0 0 17 0 0 0 1 18

530-545 60 0 0 1 0 61 0 0 0 0 0 0 19 0 0 0 0 19

545-600 65 1 0 1 0 67 0 0 0 0 0 0 10 0 0 0 0 10

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 89 2 0 7 2 100 130 3 0 9 4 146 0 0 0 0 0 0

215-230 80 2 0 8 1 91 110 1 0 11 1 123 0 0 0 0 0 0

230-245 92 0 0 7 4 103 151 3 0 13 0 167 0 0 0 0 0 0

245-300 99 2 0 1 2 104 165 2 0 14 2 183 0 0 0 0 0 0

300-315 109 2 0 9 1 121 129 7 0 9 4 149 0 0 0 0 0 0

315-330 95 4 0 6 1 106 132 3 0 5 2 142 0 0 0 0 0 0

330-345 108 0 0 9 1 118 168 1 0 10 2 181 0 0 0 0 0 0

345-400 95 1 0 4 0 100 167 4 0 10 1 182 0 0 0 0 0 0

400-415 115 1 0 8 2 126 162 2 0 11 0 175 0 0 0 0 0 0

415-430 112 4 0 4 3 123 143 5 0 10 0 158 0 0 0 0 0 0

430-445 104 0 1 6 0 111 146 2 0 5 2 155 0 0 0 0 0 0

445-500 131 1 0 5 0 137 168 0 0 7 1 176 0 0 0 0 0 0

500-515 126 1 0 2 5 134 205 1 0 7 2 215 0 0 0 0 0 0

515-530 91 2 1 4 2 100 148 3 0 3 1 155 0 0 0 0 0 0

530-545 99 0 0 3 2 104 156 3 0 2 0 161 0 0 0 0 0 0

545-600 91 1 0 2 0 94 139 2 0 3 1 145 0 0 0 0 0 0

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

215-230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

230-245 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

245-300 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

300-315 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

315-330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

330-345 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

345-400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

400-415 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

415-430 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

430-445 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

445-500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

500-515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

515-530 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

530-545 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

545-600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 55 0 0 5 0 60 19 0 0 0 0 19

215-230 0 0 0 0 0 0 83 1 0 4 0 88 13 1 0 3 0 17

230-245 0 0 0 0 0 0 133 1 0 5 0 139 21 0 0 1 0 22

245-300 0 0 0 0 0 0 109 3 0 3 0 115 19 1 0 0 0 20

300-315 0 0 0 0 0 0 104 2 0 3 0 109 16 0 0 0 1 17

315-330 0 0 0 0 0 0 109 1 0 6 0 116 21 0 0 1 1 23

330-345 0 0 0 0 0 0 180 2 0 10 0 192 18 0 0 1 0 19

345-400 0 0 0 0 0 0 208 2 0 9 0 219 30 0 0 1 0 31

400-415 0 0 0 0 0 0 204 2 0 1 0 207 21 0 0 0 1 22

415-430 0 0 0 0 0 0 211 0 0 4 1 216 16 0 0 3 0 19

430-445 0 0 0 0 0 0 243 1 0 2 1 247 28 0 0 1 0 29

445-500 0 0 0 0 0 0 224 2 0 2 0 228 18 0 0 1 0 19

500-515 0 0 0 0 0 0 313 0 0 6 0 319 16 1 0 1 0 18

515-530 0 0 0 0 0 0 339 1 0 3 0 343 32 1 0 0 0 33

530-545 0 0 0 0 0 0 299 0 0 6 0 305 21 0 0 0 0 21

545-600 0 0 0 0 0 0 280 0 0 2 0 282 21 0 0 1 0 22

Page 65: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY JANUARY 21, 2009

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W FIRESTONE BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 1 0 0 0 0 1 94 0 0 2 2 98 7 0 0 0 0 7

615-630 1 0 0 0 0 1 129 1 0 1 2 133 4 0 0 0 0 4

630-645 7 0 0 0 0 7 155 1 0 2 3 161 7 0 0 2 0 9

645-700 4 0 0 0 0 4 169 0 0 3 3 175 9 0 0 0 0 9

700-715 5 0 0 0 1 6 168 1 0 2 1 172 14 0 0 1 0 15

715-730 7 0 0 1 0 8 226 0 0 2 4 232 10 0 0 1 1 12

730-745 5 0 0 1 0 6 181 0 0 2 3 186 16 0 0 1 1 18

745-800 5 0 0 0 0 5 152 4 0 10 4 170 12 0 0 2 0 14

800-815 9 0 0 1 0 10 170 0 0 3 6 179 21 0 0 1 0 22

815-830 13 0 0 0 1 14 147 1 0 5 6 159 17 0 0 2 0 19

830-845 4 0 0 0 1 5 122 1 0 7 10 140 11 0 0 1 3 15

845-900 3 0 0 0 0 3 127 0 0 6 9 142 15 0 0 1 3 19

HOUR TOTALS

600-700 13 0 0 0 0 13 547 2 0 8 10 567 27 0 0 2 0 29

615-715 17 0 0 0 1 18 621 3 0 8 9 641 34 0 0 3 0 37

630-730 23 0 0 1 1 25 718 2 0 9 11 740 40 0 0 4 1 45

645-745 21 0 0 2 1 24 744 1 0 9 11 765 49 0 0 3 2 54

700-800 22 0 0 2 1 25 727 5 0 16 12 760 52 0 0 5 2 59

715-815 26 0 0 3 0 29 729 4 0 17 17 767 59 0 0 5 2 66

730-830 32 0 0 2 1 35 650 5 0 20 19 694 66 0 0 6 1 73

745-845 31 0 0 1 2 34 591 6 0 25 26 648 61 0 0 6 3 70

800-900 29 0 0 1 2 32 566 2 0 21 31 620 64 0 0 5 6 75

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 19 0 0 0 0 19 77 0 0 2 0 79 26 0 0 0 0 26

615-630 22 0 0 0 0 22 128 0 0 1 0 129 18 0 0 1 0 19

630-645 25 0 0 1 1 27 149 0 0 2 2 153 34 0 0 0 0 34

645-700 29 0 0 0 1 30 156 0 0 1 2 159 41 0 0 0 0 41

700-715 24 0 0 0 0 24 186 0 0 1 0 187 41 0 0 1 0 42

715-730 35 0 0 2 1 38 178 0 0 2 0 180 44 0 0 0 0 44

730-745 36 0 0 1 4 41 204 0 0 2 4 210 53 0 0 0 2 55

745-800 32 0 0 2 0 34 222 0 0 1 2 225 47 0 0 0 0 47

800-815 23 0 0 1 3 27 194 0 0 2 2 198 40 0 0 1 2 43

815-830 26 0 0 0 1 27 171 0 0 2 1 174 32 0 0 1 0 33

830-845 21 0 0 0 0 21 140 0 0 1 1 142 28 0 0 0 1 29

845-900 28 0 0 2 0 30 110 0 0 3 2 115 33 0 0 1 1 35

HOUR TOTALS

600-700 95 0 0 1 2 98 510 0 0 6 4 520 119 0 0 1 0 120

615-715 100 0 0 1 2 103 619 0 0 5 4 628 134 0 0 2 0 136

630-730 113 0 0 3 3 119 669 0 0 6 4 679 160 0 0 1 0 161

645-745 124 0 0 3 6 133 724 0 0 6 6 736 179 0 0 1 2 182

700-800 127 0 0 5 5 137 790 0 0 6 6 802 185 0 0 1 2 188

715-815 126 0 0 6 8 140 798 0 0 7 8 813 184 0 0 1 4 189

730-830 117 0 0 4 8 129 791 0 0 7 9 807 172 0 0 2 4 178

745-845 102 0 0 3 4 109 727 0 0 6 6 739 147 0 0 2 3 152

800-900 98 0 0 3 4 105 615 0 0 8 6 629 133 0 0 3 4 140

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 6 1 0 0 0 7 172 0 0 3 2 177 12 0 0 0 0 12

215-230 6 0 0 0 0 6 176 0 0 3 4 183 17 0 0 1 1 19

230-245 9 1 0 0 0 10 238 0 1 2 6 247 18 0 0 0 0 18

245-300 10 0 0 0 1 11 227 1 0 1 0 229 29 0 0 0 0 29

300-315 12 0 0 0 1 13 251 0 0 3 3 257 23 0 0 0 0 23

315-330 10 0 0 0 1 11 222 1 0 2 3 228 24 0 0 0 0 24

330-345 22 0 0 1 2 25 247 0 0 2 0 249 28 0 0 2 2 32

345-400 22 0 0 3 0 25 273 1 0 7 4 285 36 0 0 0 0 36

400-415 23 0 0 1 0 24 217 0 0 6 1 224 25 0 0 0 0 25

415-430 26 0 0 0 0 26 225 0 0 7 2 234 25 0 0 0 1 26

430-445 27 0 0 1 2 30 220 0 0 2 1 223 20 0 0 0 1 21

445-500 19 0 0 1 0 20 200 0 0 7 2 209 22 0 0 0 1 23

HOUR TOTALS

200-300 31 2 0 0 1 34 813 1 1 9 12 836 76 0 0 1 1 78

215-315 37 1 0 0 2 40 892 1 1 9 13 916 87 0 0 1 1 89

230-330 41 1 0 0 3 45 938 2 1 8 12 961 94 0 0 0 0 94

245-345 54 0 0 1 5 60 947 2 0 8 6 963 104 0 0 2 2 108

300-400 66 0 0 4 4 74 993 2 0 14 10 1019 111 0 0 2 2 115

315-415 77 0 0 5 3 85 959 2 0 17 8 986 113 0 0 2 2 117

330-430 93 0 0 5 2 100 962 1 0 22 7 992 114 0 0 2 3 119

345-445 98 0 0 5 2 105 935 1 0 22 8 966 106 0 0 0 2 108

400-500 95 0 0 3 2 100 862 0 0 22 6 890 92 0 0 0 3 95

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 26 0 0 0 0 26 64 0 0 0 1 65 5 0 0 0 0 5

615-630 24 0 0 0 1 25 65 0 0 0 2 67 2 0 0 0 0 2

630-645 27 0 0 0 0 27 75 0 0 0 2 77 4 0 0 0 0 4

645-700 37 0 0 1 0 38 129 0 0 0 2 131 7 0 0 0 1 8

700-715 46 0 0 0 0 46 155 0 0 1 2 158 9 0 0 0 0 9

715-730 55 0 0 2 2 59 162 0 0 1 1 164 7 0 0 0 0 7

730-745 42 0 0 1 2 45 175 0 0 1 1 177 11 0 0 0 0 11

745-800 35 0 0 0 2 37 143 0 0 0 2 145 12 0 0 0 0 12

800-815 33 0 0 2 3 38 157 0 0 0 0 157 9 1 0 0 0 10

815-830 44 0 0 0 4 48 122 0 0 0 2 124 11 0 0 0 2 13

830-845 31 0 0 0 2 33 114 1 2 0 3 120 13 0 0 0 1 14

845-900 34 0 0 1 0 35 101 0 0 0 2 103 16 0 0 0 3 19

HOUR TOTALS

600-700 114 0 0 1 1 116 333 0 0 0 7 340 18 0 0 0 1 19

615-715 134 0 0 1 1 136 424 0 0 1 8 433 22 0 0 0 1 23

630-730 165 0 0 3 2 170 521 0 0 2 7 530 27 0 0 0 1 28

645-745 180 0 0 4 4 188 621 0 0 3 6 630 34 0 0 0 1 35

700-800 178 0 0 3 6 187 635 0 0 3 6 644 39 0 0 0 0 39

715-815 165 0 0 5 9 179 637 0 0 2 4 643 39 1 0 0 0 40

730-830 154 0 0 3 11 168 597 0 0 1 5 603 43 1 0 0 2 46

745-845 143 0 0 2 11 156 536 1 2 0 7 546 45 1 0 0 3 49

800-900 142 0 0 3 9 154 494 1 2 0 7 504 49 1 0 0 6 56

Page 66: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTECAXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY JANUARY 21, 2009

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W FIRESTONE BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 12 0 0 1 1 14 232 0 0 5 7 244 31 0 0 1 1 33

215-230 6 0 0 0 1 7 216 1 0 7 7 231 15 0 0 1 1 17

230-245 8 0 0 1 1 10 243 2 0 6 10 261 26 0 0 2 2 30

245-300 11 0 0 1 0 12 214 1 0 2 8 225 17 1 0 0 1 19

300-315 12 0 0 1 0 13 239 0 0 3 6 248 13 0 0 0 0 13

315-330 9 0 0 0 0 9 214 1 0 3 10 228 25 0 0 2 2 29

330-345 14 0 0 0 0 14 252 1 0 3 4 260 20 0 0 2 0 22

345-400 9 0 0 1 0 10 242 0 0 3 1 246 32 0 0 0 0 32

400-415 11 0 0 0 0 11 274 0 0 5 1 280 20 0 0 0 0 20

415-430 18 0 0 0 0 18 244 0 0 5 3 252 18 0 0 2 0 20

430-445 10 0 0 0 0 10 256 0 0 4 4 264 22 0 0 2 0 24

445-500 11 0 0 1 0 12 230 1 0 0 4 235 14 0 0 0 0 14

500-515 11 0 0 0 0 11 241 1 0 3 1 246 16 0 0 0 0 16

515-530 10 0 0 0 0 10 283 0 1 3 3 290 20 0 0 0 0 20

530-545 16 0 0 0 0 16 265 0 0 5 4 274 22 0 0 0 0 22

545-600 10 0 0 0 0 10 227 0 0 1 0 228 18 0 0 0 1 19

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 29 0 0 1 1 31 110 0 0 1 1 112 23 0 0 1 0 24

215-230 23 0 0 0 1 24 124 0 0 2 1 127 39 0 0 0 1 40

230-245 28 0 0 1 0 29 100 0 0 1 0 101 28 1 0 5 1 35

245-300 26 2 0 1 0 29 160 0 0 1 0 161 30 0 0 3 1 34

300-315 27 0 0 0 1 28 170 0 0 1 0 171 30 0 0 2 0 32

315-330 33 0 0 1 1 35 154 0 0 1 0 155 45 0 0 1 0 46

330-345 29 0 0 0 0 29 167 0 0 0 3 170 29 1 0 1 1 32

345-400 25 0 0 0 0 25 152 1 0 0 0 153 27 0 0 0 0 27

400-415 20 0 0 0 0 20 178 0 0 1 1 180 36 0 0 1 1 38

415-430 18 0 0 1 0 19 127 0 0 1 0 128 31 0 0 0 0 31

430-445 12 0 0 0 1 13 170 1 0 0 0 171 41 0 0 2 0 43

445-500 12 0 0 0 1 13 163 0 0 0 0 163 42 0 0 0 0 42

500-515 26 0 0 1 1 28 157 0 0 2 1 160 49 0 0 1 0 50

515-530 21 0 0 1 0 22 175 0 0 0 0 175 41 0 0 1 0 42

530-545 19 0 0 0 0 19 151 0 0 0 1 152 50 0 0 0 0 50

545-600 12 0 0 0 0 12 185 1 0 1 0 187 28 0 0 0 0 28

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 33 0 0 1 0 34 213 1 0 10 3 227 32 0 0 0 1 33

215-230 24 0 0 3 0 27 205 1 0 4 8 218 19 0 0 0 0 19

230-245 30 0 0 1 0 31 196 0 0 7 1 204 24 0 0 0 0 24

245-300 33 0 0 2 0 35 222 2 0 9 1 234 22 0 0 0 1 23

300-315 40 0 0 2 0 42 228 0 0 2 2 232 27 0 0 0 0 27

315-330 20 0 0 0 0 20 206 0 0 2 2 210 31 0 0 0 0 31

330-345 28 1 0 2 0 31 230 0 0 4 4 238 20 0 0 0 0 20

345-400 25 0 0 0 0 25 202 0 0 0 1 203 20 0 0 0 0 20

400-415 53 0 0 1 0 54 247 2 0 5 0 254 30 0 0 0 1 31

415-430 33 0 0 0 0 33 216 0 0 2 0 218 17 0 0 0 0 17

430-445 45 0 0 1 0 46 236 1 0 4 0 241 23 0 0 0 0 23

445-500 30 0 0 0 0 30 223 0 0 0 3 226 13 0 0 0 0 13

500-515 41 0 0 0 0 41 256 0 0 2 1 259 13 0 0 0 0 13

515-530 39 0 0 0 0 39 226 0 0 2 0 228 17 0 0 0 0 17

530-545 46 0 0 0 0 46 227 1 0 3 0 231 26 0 0 0 0 26

545-600 37 0 0 0 0 37 225 0 0 4 0 229 25 0 0 0 1 26

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 27 0 0 0 0 27 136 0 0 0 2 138 14 0 0 0 0 14

215-230 33 0 0 0 1 34 120 0 0 0 6 126 9 0 0 0 1 10

230-245 39 0 0 1 1 41 183 0 0 0 3 186 15 0 0 0 0 15

245-300 39 0 0 0 1 40 164 0 0 0 2 166 10 1 0 0 0 11

300-315 55 0 0 1 1 57 217 0 0 0 4 221 19 0 0 0 1 20

315-330 30 0 0 0 0 30 190 0 0 1 0 191 10 0 0 0 3 13

330-345 49 0 0 1 1 51 219 0 0 0 2 221 18 0 0 0 1 19

345-400 31 0 0 0 0 31 190 0 0 0 1 191 10 0 0 1 1 12

400-415 56 0 0 1 2 59 218 1 0 1 5 225 18 0 0 0 1 19

415-430 32 0 0 0 0 32 193 0 0 0 1 194 12 0 0 0 0 12

430-445 53 0 0 0 0 53 221 0 0 2 0 223 9 0 0 0 0 9

445-500 31 0 0 0 0 31 223 1 1 0 1 226 12 0 0 0 2 14

500-515 40 0 0 2 0 42 244 0 0 1 0 245 13 0 0 0 0 13

515-530 38 0 0 1 0 39 260 0 0 0 1 261 12 0 0 0 1 13

530-545 40 0 0 1 1 42 268 0 0 2 1 271 8 0 0 0 0 8

545-600 43 1 0 1 0 45 260 1 0 2 0 263 9 0 0 0 0 9

Page 67: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY JANUARY 21, 2009

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W WASHINGTON BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 20 1 1 3 0 25 124 0 0 23 1 148 22 0 0 4 0 26

615-630 20 0 0 5 0 25 134 1 0 18 1 154 17 1 0 8 5 31

630-645 31 0 0 1 1 33 171 2 0 24 3 200 24 1 0 3 2 30

645-700 37 0 0 0 1 38 223 0 0 27 2 252 24 0 0 1 1 26

700-715 44 0 0 2 0 46 204 0 0 22 3 229 13 0 0 4 2 19

715-730 38 0 0 4 1 43 228 0 0 18 0 246 19 0 0 0 0 19

730-745 40 1 0 4 0 45 243 2 0 18 2 265 17 0 0 2 1 20

745-800 35 0 0 0 1 36 298 0 0 32 4 334 14 0 0 5 2 21

800-815 28 0 0 0 1 29 248 0 0 20 5 273 15 0 0 2 1 18

815-830 34 0 0 3 0 37 284 0 0 19 4 307 21 0 0 2 2 25

830-845 30 0 0 1 2 33 274 0 0 22 3 299 17 0 0 3 0 20

845-900 32 1 0 7 0 40 217 2 1 26 6 252 21 0 0 5 0 26

HOUR TOTALS

600-700 108 1 1 9 2 121 652 3 0 92 7 754 87 2 0 16 8 113

615-715 132 0 0 8 2 142 732 3 0 91 9 835 78 2 0 16 10 106

630-730 150 0 0 7 3 160 826 2 0 91 8 927 80 1 0 8 5 94

645-745 159 1 0 10 2 172 898 2 0 85 7 992 73 0 0 7 4 84

700-800 157 1 0 10 2 170 973 2 0 90 9 1074 63 0 0 11 5 79

715-815 141 1 0 8 3 153 1017 2 0 88 11 1118 65 0 0 9 4 78

730-830 137 1 0 7 2 147 1073 2 0 89 15 1179 67 0 0 11 6 84

745-845 127 0 0 4 4 135 1104 0 0 93 16 1213 67 0 0 12 5 84

800-900 124 1 0 11 3 139 1023 2 1 87 18 1131 74 0 0 12 3 89

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 22 0 0 5 0 27 89 0 0 1 5 95 10 0 0 2 3 15

615-630 26 0 0 5 7 38 127 0 0 7 5 139 10 0 0 3 0 13

630-645 16 1 0 11 4 32 156 0 0 2 10 168 22 0 0 1 0 23

645-700 12 1 0 2 2 17 165 0 0 7 9 181 35 0 0 2 0 37

700-715 21 0 3 4 6 34 162 0 0 5 7 174 20 0 0 1 1 22

715-730 24 1 0 7 4 36 219 0 0 4 10 233 27 0 0 0 2 29

730-745 21 0 0 10 1 32 174 0 0 1 7 182 30 0 0 1 1 32

745-800 31 2 0 14 2 49 215 0 0 2 12 229 20 0 0 0 1 21

800-815 20 1 0 7 4 32 171 0 0 4 11 186 31 0 0 2 0 33

815-830 21 0 0 7 7 35 164 0 0 4 9 177 21 0 0 2 2 25

830-845 18 1 0 5 5 29 174 1 1 1 9 186 28 0 0 1 0 29

845-900 18 0 0 6 3 27 140 0 0 2 10 152 34 0 0 0 1 35

HOUR TOTALS

600-700 76 2 0 23 13 114 537 0 0 17 29 583 77 0 0 8 3 88

615-715 75 2 3 22 19 121 610 0 0 21 31 662 87 0 0 7 1 95

630-730 73 3 3 24 16 119 702 0 0 18 36 756 104 0 0 4 3 111

645-745 78 2 3 23 13 119 720 0 0 17 33 770 112 0 0 4 4 120

700-800 97 3 3 35 13 151 770 0 0 12 36 818 97 0 0 2 5 104

715-815 96 4 0 38 11 149 779 0 0 11 40 830 108 0 0 3 4 115

730-830 93 3 0 38 14 148 724 0 0 11 39 774 102 0 0 5 4 111

745-845 90 4 0 33 18 145 724 1 1 11 41 778 100 0 0 5 3 108

800-900 77 2 0 25 19 123 649 1 1 11 39 701 114 0 0 5 3 122

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 8 0 0 2 0 10 130 0 0 44 8 182 11 0 0 2 0 13

215-230 5 0 0 1 0 6 122 2 0 21 2 147 10 0 0 0 0 10

230-245 5 0 0 2 0 7 106 0 0 19 7 132 7 0 0 1 0 8

245-300 6 0 0 4 0 10 101 1 0 17 8 127 5 0 0 1 1 7

300-315 9 0 0 1 0 10 126 1 0 13 4 144 11 0 0 0 0 11

315-330 8 0 0 2 0 10 228 3 0 14 13 258 13 0 0 2 1 16

330-345 10 0 0 0 0 10 264 1 0 10 4 279 18 0 0 0 0 18

345-400 13 0 0 2 1 16 244 2 0 15 13 274 14 0 0 0 2 16

400-415 8 0 0 1 1 10 219 0 0 13 11 243 17 1 0 1 1 20

415-430 13 0 1 0 3 17 225 0 0 12 7 244 7 0 0 4 0 11

430-445 22 1 0 4 1 28 216 1 0 19 8 244 15 0 0 2 0 17

445-500 14 0 0 0 0 14 212 0 0 11 9 232 16 1 0 0 0 17

HOUR TOTALS

200-300 24 0 0 9 0 33 459 3 0 101 25 588 33 0 0 4 1 38

215-315 25 0 0 8 0 33 455 4 0 70 21 550 33 0 0 2 1 36

230-330 28 0 0 9 0 37 561 5 0 63 32 661 36 0 0 4 2 42

245-345 33 0 0 7 0 40 719 6 0 54 29 808 47 0 0 3 2 52

300-400 40 0 0 5 1 46 862 7 0 52 34 955 56 0 0 2 3 61

315-415 39 0 0 5 2 46 955 6 0 52 41 1054 62 1 0 3 4 70

330-430 44 0 1 3 5 53 952 3 0 50 35 1040 56 1 0 5 3 65

345-445 56 1 1 7 6 71 904 3 0 59 39 1005 53 1 0 7 3 64

400-500 57 1 1 5 5 69 872 1 0 55 35 963 55 2 0 7 1 65

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 21 0 0 1 0 22 46 0 0 5 0 51 17 0 0 3 0 20

615-630 20 0 0 3 0 23 69 0 0 1 0 70 19 0 0 3 0 22

630-645 31 0 0 5 0 36 80 0 0 1 1 82 24 0 0 4 0 28

645-700 24 0 0 1 0 25 99 0 0 2 1 102 42 0 0 4 2 48

700-715 19 0 0 1 0 20 84 0 0 2 2 88 44 0 0 0 1 45

715-730 28 0 0 2 0 30 99 0 0 0 2 101 19 1 0 0 0 20

730-745 31 0 0 4 0 35 89 0 0 0 2 91 20 0 0 2 0 22

745-800 26 0 0 4 0 30 106 0 0 1 6 113 30 0 0 2 0 32

800-815 27 0 0 3 0 30 83 0 0 2 8 93 18 0 0 4 1 23

815-830 35 0 0 4 0 39 92 0 0 5 4 101 20 0 0 0 1 21

830-845 22 0 0 0 1 23 76 0 0 0 12 88 17 0 0 2 0 19

845-900 38 0 0 2 0 40 79 0 0 7 9 95 22 0 0 2 1 25

HOUR TOTALS

600-700 96 0 0 10 0 106 294 0 0 9 2 305 102 0 0 14 2 118

615-715 94 0 0 10 0 104 332 0 0 6 4 342 129 0 0 11 3 143

630-730 102 0 0 9 0 111 362 0 0 5 6 373 129 1 0 8 3 141

645-745 102 0 0 8 0 110 371 0 0 4 7 382 125 1 0 6 3 135

700-800 104 0 0 11 0 115 378 0 0 3 12 393 113 1 0 4 1 119

715-815 112 0 0 13 0 125 377 0 0 3 18 398 87 1 0 8 1 97

730-830 119 0 0 15 0 134 370 0 0 8 20 398 88 0 0 8 2 98

745-845 110 0 0 11 1 122 357 0 0 8 30 395 85 0 0 8 2 95

800-900 122 0 0 9 1 132 330 0 0 14 33 377 77 0 0 8 3 88

Page 68: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTECAXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY JANUARY 21, 2009

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W WASHINGTON BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 45 0 0 4 1 50 198 0 0 22 5 225 20 1 0 3 0 24

215-230 40 1 0 2 1 44 189 3 0 32 15 239 18 0 0 5 1 24

230-245 30 0 0 1 1 32 214 1 0 22 3 240 13 0 0 7 0 20

245-300 47 0 0 2 3 52 209 0 0 28 11 248 16 0 0 4 0 20

300-315 40 0 0 3 0 43 210 0 0 18 4 232 24 2 0 2 0 28

315-330 26 0 0 2 0 28 204 0 0 16 8 228 20 0 0 2 0 22

330-345 49 0 0 4 0 53 219 2 0 19 4 244 26 0 0 2 1 29

345-400 49 1 0 5 2 57 210 1 0 18 12 241 22 0 0 1 0 23

400-415 44 0 0 6 1 51 189 0 0 22 3 214 24 0 0 0 0 24

415-430 40 0 0 1 0 41 226 0 0 11 0 237 16 2 0 0 0 18

430-445 41 0 0 0 0 41 233 1 0 10 0 244 16 0 0 4 0 20

445-500 46 1 0 2 1 50 187 2 0 21 3 213 23 0 0 1 0 24

500-515 34 0 0 2 0 36 183 1 0 10 1 195 20 0 0 2 0 22

515-530 51 0 0 4 0 55 229 0 0 11 2 242 21 0 0 1 0 22

530-545 70 0 0 1 0 71 205 1 0 7 2 215 23 0 0 3 0 26

545-600 77 1 0 1 1 80 243 0 0 9 2 254 29 0 0 1 0 30

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 23 0 0 14 4 41 102 2 0 1 3 108 21 1 0 0 0 22

215-230 17 0 0 5 3 25 109 1 0 1 3 114 13 0 0 1 1 15

230-245 25 2 0 7 1 35 106 0 0 1 3 110 18 0 0 0 2 20

245-300 26 0 0 4 3 33 138 0 0 0 4 142 17 1 0 1 0 19

300-315 20 0 0 8 5 33 118 0 0 0 6 124 17 0 0 2 1 20

315-330 28 0 0 3 4 35 109 0 0 3 0 112 20 1 0 0 1 22

330-345 29 1 0 1 5 36 183 1 0 0 1 185 16 1 0 1 0 18

345-400 27 0 0 4 0 31 138 1 0 0 2 141 16 0 0 1 0 17

400-415 31 0 0 2 0 33 177 0 0 1 0 178 10 0 0 0 0 10

415-430 17 0 0 2 0 19 137 0 0 1 1 139 21 1 0 2 2 26

430-445 19 0 0 1 0 20 163 1 0 2 2 168 14 0 0 1 1 16

445-500 29 0 0 2 0 31 172 0 0 0 1 173 14 0 0 0 0 14

500-515 22 0 0 2 0 24 203 0 0 1 2 206 18 0 0 0 0 18

515-530 39 0 0 1 0 40 211 1 0 0 0 212 20 0 0 1 0 21

530-545 20 0 0 2 0 22 142 0 0 0 0 142 12 0 0 0 0 12

545-600 31 1 0 0 0 32 178 0 0 0 0 178 18 0 0 0 0 18

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 14 0 0 2 1 17 221 0 0 9 10 240 22 0 0 4 0 26

215-230 17 1 0 0 3 21 214 1 0 9 2 226 17 0 0 2 0 19

230-245 25 0 0 2 0 27 245 1 0 10 6 262 19 0 0 0 2 21

245-300 26 0 0 0 1 27 246 1 0 10 7 264 20 0 0 3 0 23

300-315 20 0 0 1 1 22 238 3 0 10 5 256 21 0 0 2 0 23

315-330 14 0 0 0 1 15 213 1 0 14 3 231 15 0 0 0 0 15

330-345 24 1 0 0 1 26 259 1 0 5 4 269 16 0 0 1 0 17

345-400 16 1 0 0 2 19 231 1 0 7 4 243 18 0 0 1 0 19

400-415 21 1 0 0 2 24 279 0 0 3 2 284 17 0 0 2 0 19

415-430 12 0 0 1 1 14 277 0 0 10 8 295 20 0 0 1 0 21

430-445 22 0 0 1 1 24 285 1 0 2 2 290 21 0 0 0 0 21

445-500 19 0 0 0 1 20 289 0 0 7 1 297 22 0 0 0 0 22

500-515 21 0 0 1 0 22 296 2 0 3 3 304 20 0 0 0 0 20

515-530 21 1 0 2 0 24 290 0 0 8 2 300 17 0 0 1 0 18

530-545 13 1 0 1 0 15 265 0 0 5 0 270 11 0 0 0 0 11

545-600 21 0 0 0 0 21 296 0 0 2 0 298 22 1 0 0 0 23

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 35 0 0 4 0 39 98 0 0 1 3 102 38 4 0 2 4 48

215-230 43 0 0 3 0 46 111 0 0 4 2 117 28 3 0 1 1 33

230-245 53 0 0 2 1 56 117 0 0 4 7 128 52 1 0 1 1 55

245-300 40 0 0 2 0 42 124 0 0 6 5 135 30 0 0 2 1 33

300-315 55 0 0 2 1 58 157 0 0 3 3 163 31 1 0 1 1 34

315-330 33 1 0 2 2 38 168 0 0 0 6 174 35 0 0 1 1 37

330-345 35 0 0 3 0 38 181 0 0 5 4 190 47 2 0 4 0 53

345-400 42 0 0 0 2 44 178 5 0 8 2 193 36 0 0 2 1 39

400-415 33 0 0 4 0 37 188 0 0 4 1 193 39 0 0 2 1 42

415-430 55 0 0 2 0 57 204 1 0 3 4 212 33 0 0 0 2 35

430-445 53 0 0 0 0 53 203 0 0 6 4 213 32 0 0 1 1 34

445-500 30 0 0 5 0 35 213 0 0 2 0 215 40 0 0 4 0 44

500-515 32 0 0 1 0 33 248 0 0 6 5 259 33 0 0 0 0 33

515-530 32 0 0 1 0 33 281 0 0 4 0 285 37 0 0 3 0 40

530-545 37 0 0 0 0 37 239 1 0 2 1 243 30 0 0 1 0 31

545-600 65 0 0 0 0 65 238 0 0 2 0 240 34 1 0 0 1 36

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 FREEWAY SOUTH OF

OCEAN BOULEVARD

DATE: THURSDAY NOVEMBER 20, 2008

DIRECTION: NB DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 42 50 52 49 193 0:00 0 0 0 0 0

1:00 40 30 37 36 143 1:00 0 0 0 0 0

2:00 49 43 40 68 200 2:00 0 0 0 0 0

3:00 39 18 6 6 69 3:00 0 0 0 0 0

4:00 9 6 4 6 25 4:00 0 0 0 0 0

5:00 10 4 10 34 58 5:00 0 0 0 0 0

6:00 9 21 20 19 69 6:00 0 0 0 0 0

7:00 21 19 44 39 123 7:00 0 0 0 0 0

8:00 35 39 69 85 228 8:00 0 0 0 0 0

9:00 82 102 71 77 332 9:00 0 0 0 0 0

10:00 93 72 61 82 308 10:00 0 0 0 0 0

11:00 102 109 107 133 451 11:00 0 0 0 0 0

12:00 97 63 61 60 281 12:00 0 0 0 0 0

13:00 79 106 105 100 390 13:00 0 0 0 0 0

14:00 139 115 142 114 510 14:00 0 0 0 0 0

15:00 94 87 103 108 392 15:00 0 0 0 0 0

16:00 139 126 131 86 482 16:00 0 0 0 0 0

17:00 118 53 50 62 283 17:00 0 0 0 0 0

18:00 53 66 102 98 319 18:00 0 0 0 0 0

19:00 98 74 71 63 306 19:00 0 0 0 0 0

20:00 60 43 40 52 195 20:00 0 0 0 0 0

21:00 68 71 104 86 329 21:00 0 0 0 0 0

22:00 47 24 39 37 147 22:00 0 0 0 0 0

23:00 29 39 67 61 196 23:00 0 0 0 0 0

TOTAL 6029 TOTAL 0

AM PEAK HOUR 0200-0300 AM PEAK HOUR 0000-0100

VOLUME 451 VOLUME 0

PM PEAK HOUR 1400-1500 PM PEAK HOUR 1200-1300

VOLUME 510 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 6029

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 20, 2008

LOCATION: NORTHBOUND I-710 FREEWAY SOUTH OF

OCEAN BOULEVARD

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 193 3 25 15 13 4 37 0 6 68 2 19 0 1

1:00 143 1 25 14 7 5 20 0 5 47 3 16 0 0

2:00 200 2 57 39 10 15 13 0 8 37 0 19 0 0

3:00 69 0 30 15 0 6 2 0 0 3 0 13 0 0

4:00 25 0 5 5 1 1 0 0 0 2 0 11 0 0

5:00 58 1 27 11 0 2 0 0 0 9 0 8 0 0

6:00 69 0 27 8 2 7 1 0 1 4 0 19 0 0

7:00 123 1 37 17 7 11 11 0 1 13 1 24 0 0

8:00 228 1 48 15 10 21 26 1 5 69 1 31 0 0

9:00 332 3 29 24 28 22 42 0 8 128 1 46 0 1

10:00 308 5 39 23 21 22 63 0 11 82 1 40 0 1

11:00 451 3 105 57 27 27 70 1 15 91 4 45 0 6

12:00 281 0 85 44 6 24 51 0 3 36 0 31 0 1

13:00 390 3 79 47 27 27 89 1 20 56 4 35 0 2

14:00 510 4 114 72 21 31 83 0 26 116 5 33 0 5

15:00 392 2 118 57 17 14 77 0 15 64 4 19 0 5

16:00 482 1 172 77 19 26 74 1 11 81 3 12 0 5

17:00 283 4 160 56 4 24 17 0 1 16 0 0 0 1

18:00 319 4 74 32 19 16 58 0 11 89 2 11 0 3

19:00 306 6 54 19 14 5 54 0 8 106 9 29 0 2

20:00 195 3 25 15 8 6 34 0 6 60 2 35 0 1

21:00 329 1 91 40 7 6 62 0 7 87 3 24 0 1

22:00 147 1 42 18 4 6 32 0 1 7 0 36 0 0

23:00 196 0 23 11 20 4 40 0 8 49 4 37 0 0

Page 71: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 SOUTHBOUND TO

WESTBOUND OCEAN BOULEVARD

DATE: THURSDAY NOVEMBER 20, 2008

DIRECTION: WB RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 58 39 45 33 175 0:00 0 0 0 0 0

1:00 43 37 30 24 134 1:00 0 0 0 0 0

2:00 17 16 25 19 77 2:00 0 0 0 0 0

3:00 7 5 12 22 46 3:00 0 0 0 0 0

4:00 12 18 48 61 139 4:00 0 0 0 0 0

5:00 67 120 178 227 592 5:00 0 0 0 0 0

6:00 194 210 268 318 990 6:00 0 0 0 0 0

7:00 248 306 265 257 1076 7:00 0 0 0 0 0

8:00 240 233 184 229 886 8:00 0 0 0 0 0

9:00 229 175 216 206 826 9:00 0 0 0 0 0

10:00 195 219 198 221 833 10:00 0 0 0 0 0

11:00 190 188 189 178 745 11:00 0 0 0 0 0

12:00 166 181 226 181 754 12:00 0 0 0 0 0

13:00 181 214 195 208 798 13:00 0 0 0 0 0

14:00 188 177 211 188 764 14:00 0 0 0 0 0

15:00 182 214 214 216 826 15:00 0 0 0 0 0

16:00 185 196 186 206 773 16:00 0 0 0 0 0

17:00 199 212 237 223 871 17:00 0 0 0 0 0

18:00 213 197 155 172 737 18:00 0 0 0 0 0

19:00 165 161 128 113 567 19:00 0 0 0 0 0

20:00 142 127 135 113 517 20:00 0 0 0 0 0

21:00 142 138 132 141 553 21:00 0 0 0 0 0

22:00 94 128 131 123 476 22:00 0 0 0 0 0

23:00 63 82 77 72 294 23:00 0 0 0 0 0

TOTAL 14449 TOTAL 0

AM PEAK HOUR 0630-0730 AM PEAK HOUR 0000-0100

VOLUME 1140 VOLUME 0

PM PEAK HOUR 1715-1815 PM PEAK HOUR 1200-1300

VOLUME 885 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 14449

Page 72: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 20, 2008

LOCATION: SOUTHBOUND I-710 TO WESTBOUND

OCEAN BOULEVARD

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 175 4 25 8 12 3 18 0 0 103 2 0 0 0

1:00 134 1 33 6 6 2 19 0 1 66 0 0 0 0

2:00 77 0 45 13 1 3 3 0 0 10 1 0 0 1

3:00 46 0 20 12 2 1 4 0 0 7 0 0 0 0

4:00 139 2 71 30 2 6 2 0 1 25 0 0 0 0

5:00 592 4 323 158 7 34 1 0 2 56 0 0 0 7

6:00 990 8 530 222 11 45 35 0 7 113 7 0 0 12

7:00 1076 3 595 150 23 29 78 0 6 169 4 1 0 18

8:00 886 6 382 86 31 27 60 1 7 263 9 0 0 14

9:00 826 1 209 55 29 14 85 0 9 394 13 0 0 17

10:00 833 6 148 59 34 24 80 0 6 455 5 0 0 16

11:00 745 13 170 66 28 20 45 1 8 374 5 0 0 15

12:00 754 5 191 80 24 17 48 0 9 359 5 0 0 16

13:00 798 3 263 80 33 21 36 0 2 326 14 0 0 20

14:00 764 6 260 93 25 21 38 0 3 293 12 0 2 11

15:00 826 11 305 90 28 22 29 0 11 310 7 0 0 13

16:00 773 5 406 107 14 15 26 0 5 175 9 0 0 11

17:00 871 11 489 105 7 20 57 0 3 168 5 0 0 6

18:00 737 1 366 86 15 13 44 0 2 198 4 2 1 5

19:00 567 2 229 51 13 9 64 0 0 188 3 0 0 8

20:00 517 1 188 35 18 7 51 0 2 203 5 0 0 7

21:00 553 3 213 40 21 6 28 0 0 233 2 0 0 7

22:00 476 4 150 35 11 8 36 0 2 225 3 0 0 2

23:00 294 4 72 23 9 6 24 0 0 154 2 0 0 0

Page 73: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 SOUTH OF OCEAN BOULEVARD

LANE # 1 + Lane # 2 Ocean Blvd (D)

DATE: THURSDAY NOVEMBER 20, 2008

DIRECTION: SB Lane #1 DIRECTION: SB Lane # 2

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 7 4 3 6 20 0:00 27 30 18 26 101

1:00 10 1 4 1 16 1:00 19 17 21 11 68

2:00 1 1 3 1 6 2:00 14 8 8 9 39

3:00 1 0 2 0 3 3:00 9 3 8 9 29

4:00 2 1 11 7 21 4:00 4 8 10 12 34

5:00 9 15 37 34 95 5:00 19 28 54 47 148

6:00 41 41 43 43 168 6:00 45 55 71 87 258

7:00 32 44 68 51 195 7:00 74 86 91 92 343

8:00 40 33 27 40 140 8:00 85 66 75 90 316

9:00 26 25 38 25 114 9:00 94 79 74 69 316

10:00 35 26 27 21 109 10:00 84 66 90 89 329

11:00 24 47 29 40 140 11:00 101 97 100 70 368

12:00 20 22 29 45 116 12:00 74 87 85 92 338

13:00 23 18 25 22 88 13:00 60 73 73 75 281

14:00 32 27 25 27 111 14:00 72 70 69 68 279

15:00 16 21 22 13 72 15:00 67 63 66 50 246

16:00 20 32 30 26 108 16:00 51 60 50 65 226

17:00 27 27 31 21 106 17:00 50 65 70 57 242

18:00 21 18 18 16 73 18:00 38 45 45 52 180

19:00 22 11 16 14 63 19:00 38 55 37 36 166

20:00 14 10 14 10 48 20:00 61 51 38 38 188

21:00 10 12 12 6 40 21:00 38 34 26 35 133

22:00 7 14 23 17 61 22:00 21 36 40 47 144

23:00 15 15 12 5 47 23:00 38 29 29 28 124

TOTAL 1960 TOTAL 4896

AM PEAK HOUR 0715-0815 AM PEAK HOUR 0000-0100

VOLUME 203 VOLUME 0

PM PEAK HOUR 1215-1315 PM PEAK HOUR 1200-1300

VOLUME 119 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 1960

Page 74: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 20, 2008

LOCATION: SOUTHBOUND I-710 SOUTH OF OCEAN BOULEVARD

LANE # 1

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 20 0 3 3 1 0 3 0 1 5 0 4 0 0

1:00 16 1 1 1 1 2 5 0 0 3 0 2 0 0

2:00 6 0 2 1 0 1 0 0 1 0 0 1 0 0

3:00 3 0 0 0 1 1 0 0 0 0 0 1 0 0

4:00 21 0 16 3 0 2 0 0 0 0 0 0 0 0

5:00 95 1 53 31 0 6 1 0 0 2 0 1 0 0

6:00 168 3 104 40 2 12 3 0 0 3 0 1 0 0

7:00 195 2 115 48 1 11 11 0 1 5 1 0 0 0

8:00 140 2 67 23 6 8 15 0 1 17 0 1 0 0

9:00 114 0 43 14 3 4 10 0 3 35 1 1 0 0

10:00 109 4 37 8 6 8 16 0 4 25 0 1 0 0

11:00 140 2 47 25 5 8 16 0 1 35 0 1 0 0

12:00 116 2 57 17 2 8 9 0 3 18 0 0 0 0

13:00 88 0 38 12 2 3 5 0 1 26 0 1 0 0

14:00 111 6 45 10 2 9 4 0 4 30 1 0 0 0

15:00 72 2 29 9 1 3 5 0 0 22 0 1 0 0

16:00 108 0 61 25 3 1 2 0 0 15 0 0 0 1

17:00 106 3 56 22 0 8 8 0 0 9 0 0 0 0

18:00 73 2 39 5 3 2 3 0 0 17 0 2 0 0

19:00 63 3 19 10 0 4 1 0 1 21 1 3 0 0

20:00 48 3 12 7 1 5 6 0 0 12 1 1 0 0

21:00 40 3 17 1 1 2 4 0 1 9 0 2 0 0

22:00 61 2 22 11 2 2 3 0 1 17 0 1 0 0

23:00 47 2 21 7 0 3 2 0 2 9 0 1 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 SOUTH OF OCEAN BOULEVARD

LANE # 2

DATE: THURSDAY NOVEMBER 20, 2008

DIRECTION: SB DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 27 30 18 26 101 0:00 0 0 0 0 0

1:00 19 17 21 11 68 1:00 0 0 0 0 0

2:00 14 8 8 9 39 2:00 0 0 0 0 0

3:00 9 3 8 9 29 3:00 0 0 0 0 0

4:00 4 8 10 12 34 4:00 0 0 0 0 0

5:00 19 28 54 47 148 5:00 0 0 0 0 0

6:00 45 55 71 87 258 6:00 0 0 0 0 0

7:00 74 86 91 92 343 7:00 0 0 0 0 0

8:00 85 66 75 90 316 8:00 0 0 0 0 0

9:00 94 79 74 69 316 9:00 0 0 0 0 0

10:00 84 66 90 89 329 10:00 0 0 0 0 0

11:00 101 97 100 70 368 11:00 0 0 0 0 0

12:00 74 87 85 92 338 12:00 0 0 0 0 0

13:00 60 73 73 75 281 13:00 0 0 0 0 0

14:00 72 70 69 68 279 14:00 0 0 0 0 0

15:00 67 63 66 50 246 15:00 0 0 0 0 0

16:00 51 60 50 65 226 16:00 0 0 0 0 0

17:00 50 65 70 57 242 17:00 0 0 0 0 0

18:00 38 45 45 52 180 18:00 0 0 0 0 0

19:00 38 55 37 36 166 19:00 0 0 0 0 0

20:00 61 51 38 38 188 20:00 0 0 0 0 0

21:00 38 34 26 35 133 21:00 0 0 0 0 0

22:00 21 36 40 47 144 22:00 0 0 0 0 0

23:00 38 29 29 28 124 23:00 0 0 0 0 0

TOTAL 4896 TOTAL 0

AM PEAK HOUR 1045-1145 AM PEAK HOUR 0000-0100

VOLUME 387 VOLUME 0

PM PEAK HOUR 1200-1300 PM PEAK HOUR 1200-1300

VOLUME 338 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 4896

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 20, 2008

LOCATION: SOUTHBOUND I-710 SOUTH OF OCEAN BOULEVARD

LANE # 2

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 101 2 5 2 7 0 16 0 1 46 1 21 0 0

1:00 68 0 6 3 7 1 6 0 1 25 0 19 0 0

2:00 39 0 4 0 0 0 4 0 1 9 0 21 0 0

3:00 29 0 7 1 1 0 0 0 0 2 0 18 0 0

4:00 34 0 12 9 0 2 1 0 0 7 0 3 0 0

5:00 148 3 75 35 1 15 0 0 1 13 0 5 0 0

6:00 258 0 109 51 3 20 13 1 4 31 1 25 0 0

7:00 343 0 115 48 14 14 49 0 3 70 2 27 0 1

8:00 316 4 53 14 13 14 58 0 2 115 2 39 0 2

9:00 316 3 24 14 25 6 48 0 6 146 2 42 0 0

10:00 329 2 28 26 19 7 49 0 5 143 5 44 0 1

11:00 368 7 31 14 19 19 41 0 7 185 7 38 0 0

12:00 338 2 55 23 23 10 38 0 10 130 2 45 0 0

13:00 281 2 30 21 20 9 35 0 8 123 4 29 0 0

14:00 279 3 25 16 10 10 23 0 3 155 3 30 0 1

15:00 246 2 27 14 21 3 22 0 6 128 3 20 0 0

16:00 226 4 53 23 16 9 31 0 1 79 3 6 0 1

17:00 242 1 63 29 9 6 34 0 2 94 1 3 0 0

18:00 180 1 22 7 17 2 20 0 3 88 1 18 0 1

19:00 166 2 18 7 14 2 30 0 1 64 5 23 0 0

20:00 188 3 13 9 11 5 18 0 2 89 4 34 0 0

21:00 133 3 13 5 7 2 11 0 3 58 1 29 0 1

22:00 144 2 18 15 8 1 3 0 2 61 3 30 0 1

23:00 124 0 11 4 4 1 8 0 1 59 0 36 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: EASTBOUND OCEAN BOULEVARD TO

I-710 NORTHBOUND LAE # 1 + Lane # 2

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: LANE # 1 DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 69 50 44 61 224 0:00 71 69 43 64 247

1:00 46 42 40 35 163 1:00 45 41 35 39 160

2:00 28 31 37 56 152 2:00 31 46 35 45 157

3:00 25 25 9 11 70 3:00 33 11 5 6 55

4:00 12 11 13 25 61 4:00 13 6 19 13 51

5:00 18 28 37 42 125 5:00 18 31 39 53 141

6:00 66 68 94 89 317 6:00 65 53 86 103 307

7:00 82 91 108 148 429 7:00 99 125 117 145 486

8:00 118 130 140 123 511 8:00 146 150 149 134 579

9:00 108 98 97 89 392 9:00 117 110 99 127 453

10:00 104 104 101 117 426 10:00 125 119 93 117 454

11:00 124 115 118 109 466 11:00 118 125 132 128 503

12:00 96 81 85 73 335 12:00 114 93 88 99 394

13:00 92 91 109 136 428 13:00 87 97 105 136 425

14:00 127 127 129 141 524 14:00 119 128 123 158 528

15:00 137 131 144 130 542 15:00 115 130 140 119 504

16:00 102 127 92 154 475 16:00 117 135 126 157 535

17:00 136 87 74 85 382 17:00 170 134 114 85 503

18:00 77 99 116 86 378 18:00 96 102 118 103 419

19:00 118 105 104 80 407 19:00 117 105 92 89 403

20:00 63 58 67 58 246 20:00 74 74 77 83 308

21:00 64 86 61 57 268 21:00 63 101 86 91 341

22:00 55 50 38 35 178 22:00 63 57 50 39 209

23:00 40 31 35 37 143 23:00 24 37 54 64 179

TOTAL 7642 TOTAL 8341

AM PEAK HOUR 0745-0845 AM PEAK HOUR 0000-0100

VOLUME 536 VOLUME 0

PM PEAK HOUR 1445-1545 PM PEAK HOUR 1200-1300

VOLUME 553 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 7642

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: EASTBOUND OCEAN BOULEVARD TO

NORTHBOUND I-710 LANE # 1 + Lane # 2

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 224 6 32 11 11 6 16 0 7 134 1 0 0 0

1:00 163 6 37 15 7 5 14 0 4 72 3 0 0 0

2:00 152 3 68 23 0 8 14 0 2 34 0 0 0 0

3:00 70 0 50 17 0 2 0 0 0 1 0 0 0 0

4:00 61 0 41 16 0 2 0 0 0 2 0 0 0 0

5:00 125 0 87 28 0 7 0 0 0 3 0 0 0 0

6:00 317 0 249 49 1 9 0 0 1 4 0 4 0 0

7:00 429 1 283 51 3 5 4 0 1 65 0 16 0 0

8:00 511 12 219 56 14 14 9 0 12 148 6 18 0 3

9:00 392 9 135 45 15 16 24 0 8 128 1 9 2 0

10:00 426 8 109 51 14 19 26 0 8 171 4 16 0 0

11:00 466 10 150 57 19 19 45 0 12 144 1 8 1 0

12:00 335 8 120 52 6 18 39 0 3 81 0 6 1 1

13:00 428 15 125 67 11 26 46 0 10 115 1 10 0 2

14:00 524 14 201 75 18 24 40 0 8 136 2 5 1 0

15:00 542 6 258 102 8 32 36 0 6 90 1 3 0 0

16:00 475 6 273 90 6 21 26 0 2 47 1 2 0 1

17:00 382 3 251 84 1 19 7 0 1 14 0 0 0 2

18:00 378 8 185 34 19 18 6 0 4 102 2 0 0 0

19:00 407 12 117 40 17 15 14 0 9 179 4 0 0 0

20:00 246 8 60 19 11 7 18 0 8 115 0 0 0 0

21:00 268 4 76 27 10 8 19 0 8 114 1 0 0 1

22:00 178 2 68 20 5 10 12 0 3 58 0 0 0 0

23:00 143 2 45 13 8 5 8 0 3 59 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: EASTBOUND OCEAN BOULEVARD TO

I-710 NORTHBOUND LANE # 2

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: LANE # 2 DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 71 69 43 64 247 0:00 0 0 0 0 0

1:00 45 41 35 39 160 1:00 0 0 0 0 0

2:00 31 46 35 45 157 2:00 0 0 0 0 0

3:00 33 11 5 6 55 3:00 0 0 0 0 0

4:00 13 6 19 13 51 4:00 0 0 0 0 0

5:00 18 31 39 53 141 5:00 0 0 0 0 0

6:00 65 53 86 103 307 6:00 0 0 0 0 0

7:00 99 125 117 145 486 7:00 0 0 0 0 0

8:00 146 150 149 134 579 8:00 0 0 0 0 0

9:00 117 110 99 127 453 9:00 0 0 0 0 0

10:00 125 119 93 117 454 10:00 0 0 0 0 0

11:00 118 125 132 128 503 11:00 0 0 0 0 0

12:00 114 93 88 99 394 12:00 0 0 0 0 0

13:00 87 97 105 136 425 13:00 0 0 0 0 0

14:00 119 128 123 158 528 14:00 0 0 0 0 0

15:00 115 130 140 119 504 15:00 0 0 0 0 0

16:00 117 135 126 157 535 16:00 0 0 0 0 0

17:00 170 134 114 85 503 17:00 0 0 0 0 0

18:00 96 102 118 103 419 18:00 0 0 0 0 0

19:00 117 105 92 89 403 19:00 0 0 0 0 0

20:00 74 74 77 83 308 20:00 0 0 0 0 0

21:00 63 101 86 91 341 21:00 0 0 0 0 0

22:00 63 57 50 39 209 22:00 0 0 0 0 0

23:00 24 37 54 64 179 23:00 0 0 0 0 0

TOTAL 8341 TOTAL 0

AM PEAK HOUR 0745-0845 AM PEAK HOUR 0000-0100

VOLUME 590 VOLUME 0

PM PEAK HOUR 1615-1715 PM PEAK HOUR 1200-1300

VOLUME 588 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 8341

Page 80: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: EASTBOUND OCEAN BOULEVARD TO

NORTHBOUND I-710 LANE # 2

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 247 9 30 6 9 11 20 0 2 160 0 0 0 0

1:00 160 5 26 8 11 4 12 0 3 91 0 0 0 0

2:00 157 2 48 27 7 10 14 0 0 46 3 0 0 0

3:00 55 0 29 18 0 4 1 0 0 3 0 0 0 0

4:00 51 0 36 7 1 3 0 0 0 4 0 0 0 0

5:00 141 0 96 26 2 12 0 0 0 5 0 0 0 0

6:00 307 0 197 68 5 20 2 0 1 14 0 0 0 0

7:00 486 3 290 76 16 19 13 0 4 52 0 13 0 0

8:00 579 11 232 70 22 25 22 0 6 172 4 13 0 2

9:00 453 10 105 44 25 17 44 0 5 191 4 8 0 0

10:00 454 5 101 44 35 19 33 0 10 192 4 10 0 1

11:00 503 11 104 43 19 21 59 0 9 217 6 14 0 0

12:00 394 8 118 46 22 25 58 0 2 106 2 7 0 0

13:00 425 13 114 42 26 26 73 0 3 118 3 6 0 1

14:00 528 7 182 63 18 23 58 0 3 159 6 9 0 0

15:00 504 6 167 79 20 24 58 0 8 135 4 2 0 1

16:00 535 6 262 108 14 35 36 0 6 63 3 2 0 0

17:00 503 4 345 89 10 22 14 0 0 19 0 0 0 0

18:00 419 13 177 60 11 24 11 0 2 120 1 0 0 0

19:00 403 8 96 28 20 13 23 0 3 209 3 0 0 0

20:00 308 6 66 23 14 6 22 0 5 164 2 0 0 0

21:00 341 8 71 30 15 11 41 0 2 161 2 0 0 0

22:00 209 10 63 19 11 6 24 0 1 73 2 0 0 0

23:00 179 4 41 10 9 3 21 0 2 88 1 0 0 0

Page 81: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT ANAHEIM STREET

SOUTHBOUND I-710 OFF RAMP TO EASTBOUND ANAHEIM STREET

DATE: THURSDAY NOVEMBER 6, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 36 18 17 20 91 0:00 0 0 0 0 0

1:00 12 12 7 10 41 1:00 0 0 0 0 0

2:00 16 12 8 14 50 2:00 0 0 0 0 0

3:00 14 3 9 17 43 3:00 0 0 0 0 0

4:00 11 16 17 32 76 4:00 0 0 0 0 0

5:00 21 20 34 65 140 5:00 0 0 0 0 0

6:00 65 70 75 82 292 6:00 0 0 0 0 0

7:00 66 68 64 104 302 7:00 0 0 0 0 0

8:00 106 82 74 106 368 8:00 0 0 0 0 0

9:00 107 95 100 80 382 9:00 0 0 0 0 0

10:00 99 91 86 81 357 10:00 0 0 0 0 0

11:00 79 86 81 92 338 11:00 0 0 0 0 0

12:00 105 93 100 95 393 12:00 0 0 0 0 0

13:00 86 91 79 100 356 13:00 0 0 0 0 0

14:00 81 99 99 115 394 14:00 0 0 0 0 0

15:00 107 128 109 127 471 15:00 0 0 0 0 0

16:00 110 117 120 112 459 16:00 0 0 0 0 0

17:00 100 114 129 111 454 17:00 0 0 0 0 0

18:00 121 127 111 93 452 18:00 0 0 0 0 0

19:00 112 100 95 72 379 19:00 0 0 0 0 0

20:00 70 49 60 50 229 20:00 0 0 0 0 0

21:00 64 59 50 64 237 21:00 0 0 0 0 0

22:00 43 45 58 47 193 22:00 0 0 0 0 0

23:00 38 35 27 43 143 23:00 0 0 0 0 0

TOTAL 6640 TOTAL 0

AM PEAK HOUR 0845-0945 AM PEAK HOUR 0000-0100

VOLUME 408 VOLUME 0

PM PEAK HOUR 1730-1830 PM PEAK HOUR 1200-1300

VOLUME 488 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 6640

Page 82: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 6, 2008

LOCATION: I-710 SOUTHBOUND ANAHEIM STREET

DIRECTION: SOUTHBOUND I-710 OFF RAMP TO EASTBOUND ANAHEIM STREET

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 91 1 75 13 1 0 0 0 0 1 0 0 0 0

1:00 41 0 34 3 1 1 0 0 0 2 0 0 0 0

2:00 50 0 41 7 2 0 0 0 0 0 0 0 0 0

3:00 43 0 27 12 0 1 0 0 0 3 0 0 0 0

4:00 76 0 58 12 2 3 0 0 0 1 0 0 0 0

5:00 140 0 101 24 5 7 2 0 0 1 0 0 0 0

6:00 292 0 191 65 12 15 1 0 3 3 1 0 0 1

7:00 302 1 221 51 6 13 3 0 3 2 1 0 1 0

8:00 368 2 271 72 8 9 1 0 0 4 0 0 1 0

9:00 382 1 266 92 1 16 3 0 1 0 2 0 0 0

10:00 357 2 249 79 4 16 1 0 2 3 0 0 0 1

11:00 338 0 228 74 5 18 2 0 2 4 2 2 0 1

12:00 393 1 274 88 5 12 2 0 3 3 4 1 0 0

13:00 356 0 249 77 6 13 4 0 1 4 1 0 0 1

14:00 394 1 288 78 7 11 0 0 3 2 3 0 0 1

15:00 471 1 334 105 5 14 2 0 5 2 2 0 0 1

16:00 459 5 360 69 6 11 0 0 5 1 2 0 0 0

17:00 454 1 351 84 0 9 0 0 2 1 4 0 1 1

18:00 452 1 365 71 2 7 1 0 0 1 3 0 1 0

19:00 379 3 306 57 1 4 0 0 1 2 4 0 0 1

20:00 229 0 178 42 4 3 0 0 0 0 1 0 1 0

21:00 237 2 193 37 0 3 0 0 0 2 0 0 0 0

22:00 193 0 168 23 0 0 0 0 0 0 2 0 0 0

23:00 143 0 115 25 0 0 0 0 0 3 0 0 0 0

Page 83: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT ANAHEIM STREET

NORTHBOUND I-710 OFF RAMP TO WESTBOUND ANAHEIM STREET

DATE: WEDNESDAY NOVEMBER 19, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 13 12 3 4 32 0:00 0 0 0 0 0

1:00 9 10 7 18 44 1:00 0 0 0 0 0

2:00 12 11 11 10 44 2:00 0 0 0 0 0

3:00 5 2 4 2 13 3:00 0 0 0 0 0

4:00 1 2 4 1 8 4:00 0 0 0 0 0

5:00 1 4 6 7 18 5:00 0 0 0 0 0

6:00 6 3 6 9 24 6:00 0 0 0 0 0

7:00 8 8 20 22 58 7:00 0 0 0 0 0

8:00 20 16 22 30 88 8:00 0 0 0 0 0

9:00 24 31 17 26 98 9:00 0 0 0 0 0

10:00 40 24 28 45 137 10:00 0 0 0 0 0

11:00 31 39 39 40 149 11:00 0 0 0 0 0

12:00 32 23 29 24 108 12:00 0 0 0 0 0

13:00 15 41 40 30 126 13:00 0 0 0 0 0

14:00 29 47 59 97 232 14:00 0 0 0 0 0

15:00 90 65 79 73 307 15:00 0 0 0 0 0

16:00 84 80 93 86 343 16:00 0 0 0 0 0

17:00 69 58 11 8 146 17:00 0 0 0 0 0

18:00 16 10 13 16 55 18:00 0 0 0 0 0

19:00 22 16 28 17 83 19:00 0 0 0 0 0

20:00 22 18 20 16 76 20:00 0 0 0 0 0

21:00 28 19 17 18 82 21:00 0 0 0 0 0

22:00 11 14 9 10 44 22:00 0 0 0 0 0

23:00 7 14 20 10 51 23:00 0 0 0 0 0

TOTAL 2366 TOTAL 0

AM PEAK HOUR 1045-1145 AM PEAK HOUR 0000-0100

VOLUME 154 VOLUME 0

PM PEAK HOUR 1600-1700 PM PEAK HOUR 1200-1300

VOLUME 343 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 2366

Page 84: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 20, 2008

LOCATION: I-710 AT ANAHEIM STREET

NORTHBOUND I-710 OFF RAMP TO WESTBOUND ANAHEIM

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 32 1 4 0 0 1 13 0 0 12 0 1 0 0

1:00 44 1 1 2 2 1 14 0 0 17 1 5 0 0

2:00 44 0 5 8 0 1 11 0 0 7 0 12 0 0

3:00 13 0 4 2 0 2 0 0 0 0 0 5 0 0

4:00 8 0 3 1 0 0 0 0 0 0 0 4 0 0

5:00 18 0 11 6 0 1 0 0 0 0 0 0 0 0

6:00 24 0 13 5 0 3 0 0 0 3 0 0 0 0

7:00 58 0 26 8 3 3 11 0 1 1 0 5 0 0

8:00 88 0 25 7 0 6 20 0 0 24 1 4 0 1

9:00 98 1 20 10 4 7 21 0 1 25 0 7 0 2

10:00 137 2 28 13 4 4 39 0 0 33 0 14 0 0

11:00 149 0 35 19 2 6 41 0 3 22 2 17 0 2

12:00 108 0 38 10 3 6 21 0 0 13 2 15 0 0

13:00 126 1 17 12 4 6 56 0 1 20 0 9 0 0

14:00 232 3 60 23 6 1 69 0 1 57 3 3 0 6

15:00 307 1 123 29 11 11 47 0 2 66 5 1 0 11

16:00 343 4 151 51 4 11 46 0 1 52 5 2 0 16

17:00 146 0 95 22 0 4 10 0 1 13 0 0 0 1

18:00 55 1 14 2 1 3 16 0 0 16 1 1 0 0

19:00 83 2 12 4 5 5 20 0 0 26 2 6 0 1

20:00 76 0 12 4 2 3 21 0 1 28 0 5 0 0

21:00 82 5 14 8 2 2 19 0 0 28 0 4 0 0

22:00 44 0 8 2 3 2 19 0 0 3 0 7 0 0

23:00 51 0 8 1 1 0 17 0 0 17 0 7 0 0

Page 85: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT ANAHEIM STREET

WESTBOUND ANAHEIM STREET ON RAMP TO NORTHBOUND I-710

DATE: WEDNESDAY NOVEMBER 19, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 11 7 11 13 42 0:00 0 0 0 0 0

1:00 12 5 7 10 34 1:00 0 0 0 0 0

2:00 9 13 11 17 50 2:00 0 0 0 0 0

3:00 9 12 11 20 52 3:00 0 0 0 0 0

4:00 17 30 37 41 125 4:00 0 0 0 0 0

5:00 57 86 139 134 416 5:00 0 0 0 0 0

6:00 104 118 148 126 496 6:00 0 0 0 0 0

7:00 140 135 150 120 545 7:00 0 0 0 0 0

8:00 106 96 107 96 405 8:00 0 0 0 0 0

9:00 82 84 82 94 342 9:00 0 0 0 0 0

10:00 110 78 96 83 367 10:00 0 0 0 0 0

11:00 91 74 87 105 357 11:00 0 0 0 0 0

12:00 90 97 117 97 401 12:00 0 0 0 0 0

13:00 104 94 108 109 415 13:00 0 0 0 0 0

14:00 93 102 85 66 346 14:00 0 0 0 0 0

15:00 79 91 76 70 316 15:00 0 0 0 0 0

16:00 80 66 79 88 313 16:00 0 0 0 0 0

17:00 118 67 80 80 345 17:00 0 0 0 0 0

18:00 93 72 88 70 323 18:00 0 0 0 0 0

19:00 81 88 62 52 283 19:00 0 0 0 0 0

20:00 65 61 65 62 253 20:00 0 0 0 0 0

21:00 58 63 59 58 238 21:00 0 0 0 0 0

22:00 48 42 31 27 148 22:00 0 0 0 0 0

23:00 32 29 23 18 102 23:00 0 0 0 0 0

TOTAL 6714 TOTAL 0

AM PEAK HOUR 0645-0745 AM PEAK HOUR 0000-0100

VOLUME 551 VOLUME 0

PM PEAK HOUR 1215-1315 PM PEAK HOUR 1200-1300

VOLUME 415 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 6714

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: INTERSTATE 710

DATE: WEDNESDAY NOVEMBER 19, 2008

LOCATION: I-710 AT ANAHEIM STREET

WESTBOUND ANAHEIM STREET ON RAMP TO NORTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 42 0 35 7 0 0 0 0 0 0 0 0 0 0

1:00 34 0 28 5 0 0 0 0 0 1 0 0 0 0

2:00 50 1 30 12 2 2 0 0 0 3 0 0 0 0

3:00 52 0 38 10 0 3 0 1 0 0 0 0 0 0

4:00 125 0 94 22 1 5 0 0 1 2 0 0 0 0

5:00 416 2 315 87 0 7 0 0 0 2 2 1 0 2

6:00 496 0 379 80 7 13 1 0 2 7 4 1 0 2

7:00 545 1 440 79 3 8 0 0 2 2 7 1 0 0

8:00 405 1 297 72 10 14 5 0 2 3 1 0 0 0

9:00 342 1 238 68 3 23 1 0 0 7 1 0 0 2

10:00 367 2 246 93 1 13 0 0 1 6 3 0 0 0

11:00 357 1 254 68 3 18 2 0 1 9 0 0 1 0

12:00 401 1 271 88 9 23 2 0 0 5 2 0 0 0

13:00 415 0 282 97 6 22 3 0 1 2 1 1 0 0

14:00 346 0 230 86 1 16 1 0 5 5 2 0 0 0

15:00 316 0 223 75 2 12 1 0 0 3 0 0 0 0

16:00 313 0 229 62 2 11 2 0 2 3 2 0 0 0

17:00 345 2 248 80 1 9 0 0 1 1 2 0 0 1

18:00 323 0 246 70 1 3 0 0 1 1 1 0 0 0

19:00 283 1 215 62 1 4 0 0 0 0 0 0 0 0

20:00 253 3 188 51 1 4 0 0 2 2 0 0 0 2

21:00 238 0 186 49 0 2 0 0 0 1 0 0 0 0

22:00 148 0 125 19 0 3 0 0 1 0 0 0 0 0

23:00 102 1 79 19 3 0 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT ANAHEIM STREET

SOUTHBOUND I-710 OFF RAMP TO WESTBOUND ANAHEIM STREET

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 15 10 12 21 58 0:00 0 0 0 0 0

1:00 14 8 8 12 42 1:00 0 0 0 0 0

2:00 8 18 15 18 59 2:00 0 0 0 0 0

3:00 11 15 21 27 74 3:00 0 0 0 0 0

4:00 12 23 36 60 131 4:00 0 0 0 0 0

5:00 40 79 130 133 382 5:00 0 0 0 0 0

6:00 154 152 170 143 619 6:00 0 0 0 0 0

7:00 141 115 126 106 488 7:00 0 0 0 0 0

8:00 116 98 98 104 416 8:00 0 0 0 0 0

9:00 105 100 104 89 398 9:00 0 0 0 0 0

10:00 80 92 90 81 343 10:00 0 0 0 0 0

11:00 78 89 81 95 343 11:00 0 0 0 0 0

12:00 83 82 82 80 327 12:00 0 0 0 0 0

13:00 76 70 92 82 320 13:00 0 0 0 0 0

14:00 84 84 86 81 335 14:00 0 0 0 0 0

15:00 76 96 93 59 324 15:00 0 0 0 0 0

16:00 82 85 70 80 317 16:00 0 0 0 0 0

17:00 61 60 56 57 234 17:00 0 0 0 0 0

18:00 56 41 40 48 185 18:00 0 0 0 0 0

19:00 41 33 31 46 151 19:00 0 0 0 0 0

20:00 35 30 27 20 112 20:00 0 0 0 0 0

21:00 27 26 34 28 115 21:00 0 0 0 0 0

22:00 25 37 26 24 112 22:00 0 0 0 0 0

23:00 20 21 22 18 81 23:00 0 0 0 0 0

TOTAL 5966 TOTAL 0

AM PEAK HOUR 0600-0700 AM PEAK HOUR 0000-0100

VOLUME 619 VOLUME 0

PM PEAK HOUR 1445-1545 PM PEAK HOUR 1200-1300

VOLUME 346 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 5966

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: I- 710 AT ANAHEIM STREET

SOUTHBOUND I-710 OFF RAMP TO WESTBOUND ANAHEIM STREET

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 58 2 26 5 4 0 8 0 0 12 1 0 0 0

1:00 42 1 16 10 1 2 6 0 0 6 0 0 0 0

2:00 59 0 29 8 3 0 11 0 0 8 0 0 0 0

3:00 74 1 32 8 2 3 5 0 0 23 0 0 0 0

4:00 131 2 71 26 2 6 4 0 0 18 0 1 0 1

5:00 382 1 229 90 8 28 3 0 3 14 2 0 0 4

6:00 619 2 397 123 9 36 10 0 3 23 3 1 1 11

7:00 488 0 326 77 12 21 21 0 5 20 0 0 1 5

8:00 416 5 231 65 14 25 20 0 3 40 4 1 0 8

9:00 398 6 192 68 22 31 20 0 6 45 3 0 0 5

10:00 343 3 155 64 19 25 16 0 7 50 2 0 0 2

11:00 343 5 156 60 19 23 18 0 5 47 4 1 0 5

12:00 327 5 137 62 17 27 22 0 5 48 0 0 1 3

13:00 320 7 136 51 20 20 18 0 3 57 2 0 1 5

14:00 335 3 150 62 21 21 19 0 6 45 1 2 1 4

15:00 324 3 146 65 15 17 17 1 4 52 0 0 0 4

16:00 317 2 176 50 11 14 19 0 3 33 1 0 1 7

17:00 234 1 122 37 6 10 12 0 3 39 0 1 0 3

18:00 185 4 100 16 4 3 14 0 3 38 1 2 0 0

19:00 151 0 83 14 4 7 7 0 1 34 0 0 0 1

20:00 112 1 64 13 2 6 4 0 1 20 0 0 0 1

21:00 115 0 64 16 3 2 11 0 1 16 1 0 0 1

22:00 112 2 66 6 2 0 7 0 2 26 0 0 0 1

23:00 81 0 48 7 2 1 6 0 0 16 0 1 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT ANAHEIM STREET

NORTHBOUND I-710 OFF RAMP TO EASTBOUND ANAHEIM STREET

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 4 8 4 2 18 0:00 0 0 0 0 0

1:00 5 6 0 3 14 1:00 0 0 0 0 0

2:00 3 0 2 4 9 2:00 0 0 0 0 0

3:00 2 1 0 1 4 3:00 0 0 0 0 0

4:00 3 1 0 0 4 4:00 0 0 0 0 0

5:00 2 2 3 5 12 5:00 0 0 0 0 0

6:00 10 6 6 13 35 6:00 0 0 0 0 0

7:00 10 18 10 7 45 7:00 0 0 0 0 0

8:00 17 12 20 10 59 8:00 0 0 0 0 0

9:00 10 9 6 14 39 9:00 0 0 0 0 0

10:00 16 12 10 16 54 10:00 0 0 0 0 0

11:00 11 26 11 23 71 11:00 0 0 0 0 0

12:00 13 6 9 14 42 12:00 0 0 0 0 0

13:00 14 8 23 20 65 13:00 0 0 0 0 0

14:00 13 14 23 27 77 14:00 0 0 0 0 0

15:00 11 26 55 56 148 15:00 0 0 0 0 0

16:00 15 19 16 50 100 16:00 0 0 0 0 0

17:00 36 32 18 20 106 17:00 0 0 0 0 0

18:00 13 14 14 13 54 18:00 0 0 0 0 0

19:00 7 6 13 3 29 19:00 0 0 0 0 0

20:00 5 1 8 10 24 20:00 0 0 0 0 0

21:00 5 13 6 4 28 21:00 0 0 0 0 0

22:00 11 7 4 4 26 22:00 0 0 0 0 0

23:00 6 5 2 2 15 23:00 0 0 0 0 0

TOTAL 1078 TOTAL 0

AM PEAK HOUR 1100-1200 AM PEAK HOUR 0000-0100

VOLUME 71 VOLUME 0

PM PEAK HOUR 1515-1615 PM PEAK HOUR 1200-1300

VOLUME 152 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 1078

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: I-710 AT ANAHEIM STREET

I-710 NORTHBOUND OFF RAMP TO EASTBOUND ANAHEIM STREET

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 18 0 9 0 0 0 2 0 0 7 0 0 0 0

1:00 14 0 4 1 1 1 1 0 0 6 0 0 0 0

2:00 9 1 4 0 0 1 1 0 0 1 1 0 0 0

3:00 4 0 3 1 0 0 0 0 0 0 0 0 0 0

4:00 4 0 3 1 0 0 0 0 0 0 0 0 0 0

5:00 12 0 10 1 1 0 0 0 0 0 0 0 0 0

6:00 35 0 21 11 0 1 1 0 1 0 0 0 0 0

7:00 45 0 35 3 1 4 2 0 0 0 0 0 0 0

8:00 59 0 34 17 0 2 5 0 0 1 0 0 0 0

9:00 39 0 18 14 0 1 5 0 0 1 0 0 0 0

10:00 54 0 26 16 1 7 2 0 0 2 0 0 0 0

11:00 71 0 41 15 0 3 6 0 0 4 1 0 0 1

12:00 42 0 26 9 1 3 3 0 0 0 0 0 0 0

13:00 65 0 32 18 1 2 11 0 0 0 1 0 0 0

14:00 77 1 51 15 0 5 3 0 0 1 1 0 0 0

15:00 148 0 95 34 2 9 4 0 0 4 0 0 0 0

16:00 100 0 70 16 1 3 8 0 0 2 0 0 0 0

17:00 106 1 76 24 2 3 0 0 0 0 0 0 0 0

18:00 54 1 37 10 0 0 2 0 0 4 0 0 0 0

19:00 29 0 16 6 0 0 1 0 0 6 0 0 0 0

20:00 24 0 8 7 0 1 2 0 0 6 0 0 0 0

21:00 28 0 16 1 0 0 3 0 0 7 0 0 0 1

22:00 26 1 15 5 0 1 0 0 0 4 0 0 0 0

23:00 15 0 12 1 0 0 1 0 0 1 0 0 0 0

Page 91: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT ANAHEIM STREET

EASTBOUND ANAHEIM STREET ON RAMP TO SOUTHBOUND I-710

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 0 1 0 0 1 0:00 0 0 0 0 0

1:00 0 0 1 0 1 1:00 0 0 0 0 0

2:00 0 0 0 0 0 2:00 0 0 0 0 0

3:00 0 0 0 0 0 3:00 0 0 0 0 0

4:00 1 0 3 4 8 4:00 0 0 0 0 0

5:00 1 3 11 9 24 5:00 0 0 0 0 0

6:00 16 22 47 48 133 6:00 0 0 0 0 0

7:00 63 62 62 38 225 7:00 0 0 0 0 0

8:00 25 32 36 24 117 8:00 0 0 0 0 0

9:00 44 47 24 37 152 9:00 0 0 0 0 0

10:00 32 21 23 33 109 10:00 0 0 0 0 0

11:00 22 30 37 40 129 11:00 0 0 0 0 0

12:00 26 25 32 35 118 12:00 0 0 0 0 0

13:00 28 23 28 27 106 13:00 0 0 0 0 0

14:00 43 27 36 20 126 14:00 0 0 0 0 0

15:00 29 30 27 24 110 15:00 0 0 0 0 0

16:00 23 18 23 26 90 16:00 0 0 0 0 0

17:00 37 25 25 18 105 17:00 0 0 0 0 0

18:00 10 27 15 25 77 18:00 0 0 0 0 0

19:00 26 24 28 15 93 19:00 0 0 0 0 0

20:00 22 15 10 9 56 20:00 0 0 0 0 0

21:00 0 0 1 0 1 21:00 0 0 0 0 0

22:00 0 0 0 0 0 22:00 0 0 0 0 0

23:00 0 0 0 0 0 23:00 0 0 0 0 0

TOTAL 1781 TOTAL 0

AM PEAK HOUR 0645-0745 AM PEAK HOUR 0000-0100

VOLUME 235 VOLUME 0

PM PEAK HOUR 1345-1445 PM PEAK HOUR 1200-1300

VOLUME 133 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 1781

Page 92: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: INTERSTATE 710

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: I-710 AT ANAHEIM STREET

EASTBOUND ANAHEIM STREET ON RAMP TO SOUTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 1 0 0 0 0 1 0 0 0 0 0 0 0 0

1:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0

2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4:00 8 0 4 1 1 1 0 0 0 1 0 0 0 0

5:00 24 0 6 7 1 2 6 0 0 1 0 1 0 0

6:00 133 0 41 32 3 13 28 0 0 13 0 2 0 1

7:00 225 2 69 45 12 7 50 0 2 23 3 7 0 5

8:00 117 2 12 7 4 6 49 0 1 23 3 10 0 0

9:00 152 1 13 16 9 8 61 0 1 22 3 16 0 2

10:00 109 5 15 10 5 7 30 0 0 24 2 11 0 0

11:00 129 1 19 14 13 9 30 0 1 19 4 19 0 0

12:00 118 1 25 23 8 4 18 0 0 24 1 14 0 0

13:00 106 3 27 14 5 5 21 0 0 19 0 12 0 0

14:00 126 2 16 13 11 12 28 0 0 25 4 13 0 2

15:00 110 1 20 12 9 5 24 0 0 32 1 5 0 1

16:00 90 3 22 15 8 4 22 0 0 10 1 4 0 1

17:00 105 2 33 23 9 1 18 0 0 13 1 2 0 3

18:00 77 0 9 4 4 2 24 0 0 23 3 7 0 1

19:00 93 3 4 9 5 2 34 0 2 23 1 10 0 0

20:00 56 3 4 3 2 2 20 0 1 7 0 14 0 0

21:00 1 0 0 0 0 1 0 0 0 0 0 0 0 0

22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 93: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT ANAHEIM STREET

EASTBOUND ANAHEIM STREET ON RAMP TO NORTHBOUND I-710

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 19 8 17 13 57 0:00 0 0 0 0 0

1:00 13 16 16 20 65 1:00 0 0 0 0 0

2:00 29 24 25 36 114 2:00 0 0 0 0 0

3:00 30 15 13 15 73 3:00 0 0 0 0 0

4:00 15 22 14 23 74 4:00 0 0 0 0 0

5:00 33 35 38 39 145 5:00 0 0 0 0 0

6:00 42 53 60 54 209 6:00 0 0 0 0 0

7:00 58 62 42 61 223 7:00 0 0 0 0 0

8:00 41 59 49 81 230 8:00 0 0 0 0 0

9:00 65 66 72 69 272 9:00 0 0 0 0 0

10:00 75 76 76 83 310 10:00 0 0 0 0 0

11:00 87 80 100 78 345 11:00 0 0 0 0 0

12:00 84 81 64 106 335 12:00 0 0 0 0 0

13:00 79 91 68 112 350 13:00 0 0 0 0 0

14:00 79 71 93 83 326 14:00 0 0 0 0 0

15:00 111 91 104 71 377 15:00 0 0 0 0 0

16:00 83 111 129 95 418 16:00 0 0 0 0 0

17:00 106 123 84 75 388 17:00 0 0 0 0 0

18:00 79 67 60 65 271 18:00 0 0 0 0 0

19:00 63 54 63 59 239 19:00 0 0 0 0 0

20:00 40 49 41 40 170 20:00 0 0 0 0 0

21:00 36 47 32 40 155 21:00 0 0 0 0 0

22:00 28 28 22 20 98 22:00 0 0 0 0 0

23:00 28 19 13 16 76 23:00 0 0 0 0 0

TOTAL 5320 TOTAL 0

AM PEAK HOUR 1045-1145 AM PEAK HOUR 0000-0100

VOLUME 350 VOLUME 0

PM PEAK HOUR 1630-1730 PM PEAK HOUR 1200-1300

VOLUME 453 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 5320

Page 94: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: I-710 AT ANAHEIM STREET

EASTBOUND ANAHEIM STREET ON RAMP TO NORTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 57 1 23 8 1 2 5 0 0 15 1 1 0 0

1:00 65 1 18 13 2 3 4 0 0 23 0 0 0 1

2:00 114 0 51 28 1 5 2 0 0 25 2 0 0 0

3:00 73 0 26 13 3 4 7 0 0 20 0 0 0 0

4:00 74 0 22 13 3 3 3 0 0 28 0 0 1 1

5:00 145 1 39 24 10 10 4 0 0 48 5 2 0 2

6:00 209 1 59 21 12 14 9 0 1 84 1 7 0 0

7:00 223 1 74 37 14 16 7 0 2 57 0 12 0 3

8:00 230 0 65 32 16 20 10 0 3 70 2 9 0 3

9:00 272 0 71 47 12 27 10 0 2 78 3 19 0 3

10:00 310 2 72 46 23 37 28 0 2 73 5 16 0 6

11:00 345 1 105 76 20 29 33 0 3 58 0 16 0 4

12:00 335 1 105 70 14 43 17 0 4 51 2 22 0 6

13:00 350 1 97 79 20 36 29 0 4 52 2 26 0 4

14:00 326 3 124 69 15 31 20 0 2 42 5 9 0 6

15:00 377 1 145 103 8 23 30 1 3 39 3 10 2 9

16:00 418 2 211 104 9 30 21 0 1 27 3 8 0 2

17:00 388 4 213 102 2 29 14 0 0 18 2 1 0 3

18:00 271 1 139 64 5 20 9 0 1 27 1 1 0 3

19:00 239 1 108 56 7 14 7 0 1 39 0 2 0 4

20:00 170 0 75 35 4 13 11 0 1 26 1 2 0 2

21:00 155 0 65 23 2 7 5 0 0 44 4 3 0 2

22:00 98 0 40 26 3 2 4 0 0 22 0 0 0 1

23:00 76 0 39 12 1 3 6 0 0 14 1 0 0 0

Page 95: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT ANAHEIM STREET

WESTBOUND ANAHEIM STREET ON RAMP TO SOUTHBOUND I-710

DATE: THURSDAY DECEMBER 4, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 0 0 0 0 0 0:00 0 0 0 0 0

1:00 0 0 0 0 0 1:00 0 0 0 0 0

2:00 0 0 0 0 0 2:00 0 0 0 0 0

3:00 0 0 0 0 0 3:00 0 0 0 0 0

4:00 0 0 0 4 4 4:00 0 0 0 0 0

5:00 1 6 8 8 23 5:00 0 0 0 0 0

6:00 15 11 32 33 91 6:00 0 0 0 0 0

7:00 37 48 48 45 178 7:00 0 0 0 0 0

8:00 35 28 41 26 130 8:00 0 0 0 0 0

9:00 25 28 31 22 106 9:00 0 0 0 0 0

10:00 22 27 33 32 114 10:00 0 0 0 0 0

11:00 19 20 34 29 102 11:00 0 0 0 0 0

12:00 25 24 32 26 107 12:00 0 0 0 0 0

13:00 18 18 23 21 80 13:00 0 0 0 0 0

14:00 32 29 27 16 104 14:00 0 0 0 0 0

15:00 22 22 20 23 87 15:00 0 0 0 0 0

16:00 24 28 34 27 113 16:00 0 0 0 0 0

17:00 37 34 31 16 118 17:00 0 0 0 0 0

18:00 19 24 18 21 82 18:00 0 0 0 0 0

19:00 17 15 11 9 52 19:00 0 0 0 0 0

20:00 15 9 16 8 48 20:00 0 0 0 0 0

21:00 9 7 2 6 24 21:00 0 0 0 0 0

22:00 10 3 8 3 24 22:00 0 0 0 0 0

23:00 8 0 0 0 8 23:00 0 0 0 0 0

TOTAL 1595 TOTAL 0

AM PEAK HOUR 0700-0800 AM PEAK HOUR 0000-0100

VOLUME 178 VOLUME 0

PM PEAK HOUR 1630-1730 PM PEAK HOUR 1200-1300

VOLUME 132 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 1595

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY DECEMBER 4, 2008

LOCATION: I-710 AT ANAHEIM STREET

WESTBOUND ANAHEIM STREET ON RAMP TO SOUTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4:00 4 0 2 0 0 0 1 0 0 1 0 0 0 0

5:00 23 0 10 8 0 2 1 0 0 2 0 0 0 0

6:00 91 1 32 18 0 9 16 0 3 7 0 3 0 2

7:00 178 6 53 27 11 13 40 0 1 15 4 7 0 1

8:00 130 8 21 12 8 9 38 0 1 22 2 8 0 1

9:00 106 3 14 15 9 9 31 0 0 19 0 5 0 1

10:00 114 2 15 15 6 9 31 0 0 28 1 7 0 0

11:00 102 2 26 12 4 3 27 0 0 17 2 9 0 0

12:00 107 2 21 28 12 5 14 0 0 17 1 5 0 2

13:00 80 0 15 10 9 5 19 0 0 17 0 5 0 0

14:00 104 2 10 9 10 6 24 0 0 32 3 7 0 1

15:00 87 0 19 12 7 4 16 0 1 20 1 5 0 2

16:00 113 2 30 18 10 5 25 0 0 19 1 3 0 0

17:00 118 2 45 28 5 5 18 0 1 13 0 0 0 1

18:00 82 5 6 7 6 1 28 0 0 27 2 0 0 0

19:00 52 1 4 3 8 1 25 0 0 4 1 5 0 0

20:00 48 0 2 6 1 2 23 0 0 9 0 5 0 0

21:00 24 0 1 1 2 1 14 0 0 2 1 2 0 0

22:00 24 0 3 4 2 1 10 0 0 4 0 0 0 0

23:00 8 0 1 1 1 0 2 0 0 3 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

EASTBOUND PCH ON RAMP TO SOUTHBOUND I-710

DATE: THURSDAY NOVEMBER 6, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 7 12 9 7 35 0:00 0 0 0 0 0

1:00 6 10 4 10 30 1:00 0 0 0 0 0

2:00 10 3 2 3 18 2:00 0 0 0 0 0

3:00 0 2 3 4 9 3:00 0 0 0 0 0

4:00 4 2 5 13 24 4:00 0 0 0 0 0

5:00 8 17 13 16 54 5:00 0 0 0 0 0

6:00 13 12 25 34 84 6:00 0 0 0 0 0

7:00 35 32 56 50 173 7:00 0 0 0 0 0

8:00 44 40 23 34 141 8:00 0 0 0 0 0

9:00 32 36 33 25 126 9:00 0 0 0 0 0

10:00 31 34 27 21 113 10:00 0 0 0 0 0

11:00 30 25 28 39 122 11:00 0 0 0 0 0

12:00 37 44 47 33 161 12:00 0 0 0 0 0

13:00 25 33 28 26 112 13:00 0 0 0 0 0

14:00 35 32 32 34 133 14:00 0 0 0 0 0

15:00 35 39 23 37 134 15:00 0 0 0 0 0

16:00 32 29 33 34 128 16:00 0 0 0 0 0

17:00 47 38 32 31 148 17:00 0 0 0 0 0

18:00 37 33 33 28 131 18:00 0 0 0 0 0

19:00 31 28 29 20 108 19:00 0 0 0 0 0

20:00 20 23 22 16 81 20:00 0 0 0 0 0

21:00 12 15 11 23 61 21:00 0 0 0 0 0

22:00 12 13 8 9 42 22:00 0 0 0 0 0

23:00 11 7 6 11 35 23:00 0 0 0 0 0

TOTAL 2203 TOTAL 0

AM PEAK HOUR 0730-0830 AM PEAK HOUR 0000-0100

VOLUME 190 VOLUME 0

PM PEAK HOUR 1200-1300 PM PEAK HOUR 1200-1300

VOLUME 161 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 2203

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 6, 2008

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

DIRECTION: EASTBOUND PCH ON RAMP TO SOUTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 35 1 9 7 1 0 11 0 0 4 0 1 0 1

1:00 30 0 11 3 1 2 9 0 0 2 0 2 0 0

2:00 18 0 10 2 2 0 0 0 0 3 0 1 0 0

3:00 9 0 5 3 0 0 0 0 0 1 0 0 0 0

4:00 24 0 11 6 1 2 2 0 0 2 0 0 0 0

5:00 54 0 34 13 1 3 0 0 0 0 0 0 1 2

6:00 84 0 41 24 1 7 2 0 1 8 0 0 0 0

7:00 173 0 97 37 4 1 23 0 2 8 0 0 0 1

8:00 141 0 74 16 2 5 21 0 0 18 3 0 0 2

9:00 126 0 58 20 5 6 18 0 0 18 1 0 0 0

10:00 113 0 58 14 3 3 16 0 0 18 1 0 0 0

11:00 122 0 57 30 4 5 12 0 0 14 0 0 0 0

12:00 161 0 96 33 0 4 11 0 0 16 0 0 0 1

13:00 112 1 65 19 3 5 5 0 0 12 2 0 0 0

14:00 133 1 79 27 1 5 6 0 0 12 1 1 0 0

15:00 134 1 90 29 0 0 4 0 2 5 1 2 0 0

16:00 128 0 100 20 0 3 1 0 0 4 0 0 0 0

17:00 148 1 111 32 0 3 0 0 0 0 0 0 0 1

18:00 131 0 99 21 0 2 0 0 0 1 0 7 0 1

19:00 108 0 74 17 0 2 0 0 0 1 0 13 0 1

20:00 81 0 53 15 0 0 1 0 0 1 0 11 0 0

21:00 61 2 45 9 0 2 0 0 0 2 0 1 0 0

22:00 42 1 29 6 0 2 0 0 0 1 0 3 0 0

23:00 35 0 27 7 0 0 0 0 0 0 0 1 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

WESTBOUND PCH ON RAMP TO NORTHBOUND I-710

DATE: TUESDAY NOVEMBER 18, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 19 15 18 14 66 0:00 0 0 0 0 0

1:00 9 11 24 31 75 1:00 0 0 0 0 0

2:00 15 8 16 5 44 2:00 0 0 0 0 0

3:00 10 11 13 20 54 3:00 0 0 0 0 0

4:00 13 30 54 51 148 4:00 0 0 0 0 0

5:00 57 82 123 98 360 5:00 0 0 0 0 0

6:00 84 121 160 117 482 6:00 0 0 0 0 0

7:00 108 126 110 101 445 7:00 0 0 0 0 0

8:00 82 84 73 92 331 8:00 0 0 0 0 0

9:00 81 76 78 69 304 9:00 0 0 0 0 0

10:00 76 71 72 60 279 10:00 0 0 0 0 0

11:00 78 84 81 80 323 11:00 0 0 0 0 0

12:00 99 80 80 77 336 12:00 0 0 0 0 0

13:00 70 98 82 86 336 13:00 0 0 0 0 0

14:00 89 84 91 91 355 14:00 0 0 0 0 0

15:00 84 85 106 59 334 15:00 0 0 0 0 0

16:00 74 81 106 76 337 16:00 0 0 0 0 0

17:00 97 80 94 76 347 17:00 0 0 0 0 0

18:00 79 79 64 71 293 18:00 0 0 0 0 0

19:00 63 59 59 67 248 19:00 0 0 0 0 0

20:00 58 52 47 43 200 20:00 0 0 0 0 0

21:00 58 60 67 46 231 21:00 0 0 0 0 0

22:00 29 34 46 35 144 22:00 0 0 0 0 0

23:00 24 29 30 26 109 23:00 0 0 0 0 0

TOTAL 6181 TOTAL 0

AM PEAK HOUR 0630-0730 AM PEAK HOUR 0000-0100

VOLUME 511 VOLUME 0

PM PEAK HOUR 1445-1545 PM PEAK HOUR 1200-1300

VOLUME 366 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 6181

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: TUESDAY NOVEMBER 18, 2008

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

DIRECTION: WESTBOUND PCH ON RAMP TO NORTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 66 0 57 9 0 0 0 0 0 0 0 0 0 0

1:00 75 1 55 8 1 0 1 0 0 8 0 1 0 0

2:00 44 0 35 6 1 0 0 0 0 2 0 0 0 0

3:00 54 0 40 12 0 1 0 0 1 0 0 0 0 0

4:00 148 0 106 34 1 6 0 0 1 0 0 0 0 0

5:00 360 0 263 75 3 14 0 0 0 1 1 1 1 1

6:00 482 1 350 98 5 21 1 0 1 3 2 0 0 0

7:00 445 0 317 103 8 10 0 0 2 1 1 0 0 3

8:00 331 1 236 56 9 15 1 0 0 9 3 0 0 1

9:00 304 0 204 73 6 14 2 0 0 3 1 0 0 1

10:00 279 0 187 68 4 9 1 0 2 7 1 0 0 0

11:00 323 0 207 85 5 15 1 0 2 6 0 0 0 2

12:00 336 0 212 87 9 14 1 0 3 4 5 0 0 1

13:00 336 0 218 75 4 24 4 0 0 7 3 0 0 1

14:00 355 2 244 70 4 23 4 0 4 1 1 0 1 1

15:00 334 0 249 64 5 14 0 0 0 1 0 0 0 1

16:00 337 1 230 82 6 10 1 0 2 0 4 1 0 0

17:00 347 0 259 72 4 7 1 0 2 1 1 0 0 0

18:00 293 0 217 61 3 10 0 0 1 0 1 0 0 0

19:00 248 0 182 54 1 8 0 0 0 1 2 0 0 0

20:00 200 0 162 34 1 1 1 0 0 0 1 0 0 0

21:00 231 1 176 47 1 6 0 0 0 0 0 0 0 0

22:00 144 0 115 28 0 1 0 0 0 0 0 0 0 0

23:00 109 0 93 16 0 0 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

NORTHBOUND I-710 OFF RAMP TO WESTBOUND PCH

DATE: WEDNESDAY NOVEMBER 19, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 13 6 13 10 42 0:00 0 0 0 0 0

1:00 12 5 8 14 39 1:00 0 0 0 0 0

2:00 3 3 6 14 26 2:00 0 0 0 0 0

3:00 1 1 1 4 7 3:00 0 0 0 0 0

4:00 0 1 4 6 11 4:00 0 0 0 0 0

5:00 3 6 8 21 38 5:00 0 0 0 0 0

6:00 13 9 16 27 65 6:00 0 0 0 0 0

7:00 40 31 41 41 153 7:00 0 0 0 0 0

8:00 25 18 33 23 99 8:00 0 0 0 0 0

9:00 33 27 34 39 133 9:00 0 0 0 0 0

10:00 31 25 22 30 108 10:00 0 0 0 0 0

11:00 29 37 30 19 115 11:00 0 0 0 0 0

12:00 31 25 31 30 117 12:00 0 0 0 0 0

13:00 39 27 27 20 113 13:00 0 0 0 0 0

14:00 26 18 35 29 108 14:00 0 0 0 0 0

15:00 32 27 23 19 101 15:00 0 0 0 0 0

16:00 41 26 30 47 144 16:00 0 0 0 0 0

17:00 45 39 26 22 132 17:00 0 0 0 0 0

18:00 25 16 22 27 90 18:00 0 0 0 0 0

19:00 33 20 25 19 97 19:00 0 0 0 0 0

20:00 21 16 13 12 62 20:00 0 0 0 0 0

21:00 22 26 20 29 97 21:00 0 0 0 0 0

22:00 19 12 9 24 64 22:00 0 0 0 0 0

23:00 10 6 13 16 45 23:00 0 0 0 0 0

TOTAL 2006 TOTAL 0

AM PEAK HOUR 0700-0800 AM PEAK HOUR 0000-0100

VOLUME 153 VOLUME 0

PM PEAK HOUR 1630-1730 PM PEAK HOUR 1200-1300

VOLUME 161 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 2006

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY NOVEMBER 19, 2008

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

NORTHBOUND I-710 OFF RAMP TO WESTBOUND PCH

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 42 1 13 1 5 0 8 0 0 12 1 0 0 1

1:00 39 0 7 1 0 0 7 0 0 21 0 3 0 0

2:00 26 0 7 9 1 2 6 0 0 1 0 0 0 0

3:00 7 0 6 1 0 0 0 0 0 0 0 0 0 0

4:00 11 0 8 3 0 0 0 0 0 0 0 0 0 0

5:00 38 0 28 7 0 1 0 0 0 2 0 0 0 0

6:00 65 0 48 8 0 3 0 0 0 3 0 3 0 0

7:00 153 0 98 27 3 3 4 0 0 12 0 5 0 1

8:00 99 0 57 12 4 2 10 0 0 13 0 0 0 1

9:00 133 1 62 23 5 7 17 0 2 9 0 5 0 2

10:00 108 2 51 22 3 3 15 0 2 3 1 5 0 1

11:00 115 1 54 20 5 8 14 0 0 10 0 2 0 1

12:00 117 1 73 21 2 2 14 0 0 4 0 0 0 0

13:00 113 0 50 16 7 6 20 0 1 6 2 4 0 1

14:00 108 2 55 26 3 2 9 0 2 7 1 0 0 1

15:00 101 1 66 18 1 3 5 0 1 5 0 0 0 1

16:00 144 0 105 24 2 7 3 0 1 2 0 0 0 0

17:00 132 0 95 25 3 6 3 0 0 0 0 0 0 0

18:00 90 0 70 9 1 0 5 0 0 4 1 0 0 0

19:00 97 0 45 14 2 1 7 0 0 22 3 1 0 2

20:00 62 2 35 9 0 0 4 0 0 11 0 1 0 0

21:00 97 0 39 14 1 1 15 0 1 22 2 0 0 2

22:00 64 0 30 6 2 0 11 0 0 10 0 2 0 3

23:00 45 0 7 7 4 1 11 0 0 11 2 1 0 1

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

SOUTHBOUND I-710 OFF RAMP TO WESTBOUND PCH

DATE: THURSDAY NOVEMBER 20, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 13 17 18 13 61 0:00 0 0 0 0 0

1:00 6 11 12 9 38 1:00 0 0 0 0 0

2:00 8 11 12 13 44 2:00 0 0 0 0 0

3:00 12 13 9 19 53 3:00 0 0 0 0 0

4:00 12 19 26 50 107 4:00 0 0 0 0 0

5:00 47 82 133 158 420 5:00 0 0 0 0 0

6:00 153 151 169 135 608 6:00 0 0 0 0 0

7:00 121 142 114 143 520 7:00 0 0 0 0 0

8:00 112 105 109 108 434 8:00 0 0 0 0 0

9:00 96 90 89 113 388 9:00 0 0 0 0 0

10:00 115 103 89 97 404 10:00 0 0 0 0 0

11:00 95 95 99 105 394 11:00 0 0 0 0 0

12:00 108 92 94 94 388 12:00 0 0 0 0 0

13:00 82 99 98 98 377 13:00 0 0 0 0 0

14:00 102 110 93 94 399 14:00 0 0 0 0 0

15:00 86 89 83 89 347 15:00 0 0 0 0 0

16:00 81 110 82 81 354 16:00 0 0 0 0 0

17:00 74 80 92 98 344 17:00 0 0 0 0 0

18:00 89 81 61 57 288 18:00 0 0 0 0 0

19:00 68 52 37 45 202 19:00 0 0 0 0 0

20:00 46 37 47 47 177 20:00 0 0 0 0 0

21:00 30 45 46 52 173 21:00 0 0 0 0 0

22:00 25 27 39 21 112 22:00 0 0 0 0 0

23:00 21 22 24 31 98 23:00 0 0 0 0 0

TOTAL 6730 TOTAL 0

AM PEAK HOUR 0545-0645 AM PEAK HOUR 0000-0100

VOLUME 631 VOLUME 0

PM PEAK HOUR 1330-1430 PM PEAK HOUR 1200-1300

VOLUME 408 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 6730

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 20, 2008

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

SOUTHBOUND I-710 OFF RAMP TO WESTBOUND PCH

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 61 4 22 10 0 3 8 0 0 13 0 0 0 1

1:00 38 0 20 11 0 2 2 0 0 3 0 0 0 0

2:00 44 4 11 5 2 4 9 0 0 9 0 0 0 0

3:00 53 3 25 11 1 4 3 0 0 6 0 0 0 0

4:00 107 4 46 25 3 8 2 0 0 15 1 2 0 1

5:00 420 8 222 118 5 54 5 0 2 5 0 1 0 0

6:00 608 14 333 153 6 58 11 0 4 17 7 0 0 5

7:00 520 3 291 127 12 33 25 0 1 22 5 0 0 1

8:00 434 5 206 109 13 29 26 3 7 29 1 2 2 2

9:00 388 9 170 86 21 49 10 0 5 32 0 0 1 5

10:00 404 9 181 95 15 38 16 0 5 37 2 1 0 5

11:00 394 8 154 99 13 37 24 1 9 43 1 0 1 4

12:00 388 11 161 89 27 40 19 0 6 32 1 0 1 1

13:00 377 16 140 100 18 43 18 1 5 34 1 0 1 0

14:00 399 6 182 98 15 51 10 0 2 34 1 0 0 0

15:00 347 9 173 82 10 34 14 0 3 21 1 0 0 0

16:00 354 8 181 84 4 36 15 0 3 19 1 1 0 2

17:00 344 7 175 94 4 35 10 0 0 17 0 0 0 2

18:00 288 11 142 81 9 15 8 1 0 18 0 1 0 2

19:00 202 5 110 42 8 14 8 0 1 13 0 0 0 1

20:00 177 14 81 47 3 10 4 0 0 16 1 1 0 0

21:00 173 8 97 28 6 12 7 0 1 13 0 0 0 1

22:00 112 10 58 21 7 1 4 0 1 7 1 1 0 1

23:00 98 6 53 13 2 5 7 0 0 9 1 1 0 1

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

NORTHBOUND I-710 OFF RAMP TO EASTBOUND PCH

DATE: WEDNESDAY NOVEMBER 19, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 2 4 5 4 15 0:00 0 0 0 0 0

1:00 2 4 0 2 8 1:00 0 0 0 0 0

2:00 4 1 6 5 16 2:00 0 0 0 0 0

3:00 4 4 0 2 10 3:00 0 0 0 0 0

4:00 3 4 4 4 15 4:00 0 0 0 0 0

5:00 0 4 7 10 21 5:00 0 0 0 0 0

6:00 6 14 12 8 40 6:00 0 0 0 0 0

7:00 15 16 19 14 64 7:00 0 0 0 0 0

8:00 19 17 14 10 60 8:00 0 0 0 0 0

9:00 19 19 14 17 69 9:00 0 0 0 0 0

10:00 15 21 19 20 75 10:00 0 0 0 0 0

11:00 22 18 22 26 88 11:00 0 0 0 0 0

12:00 28 19 12 23 82 12:00 0 0 0 0 0

13:00 21 31 20 22 94 13:00 0 0 0 0 0

14:00 29 34 64 61 188 14:00 0 0 0 0 0

15:00 75 79 80 93 327 15:00 0 0 0 0 0

16:00 103 108 112 130 453 16:00 0 0 0 0 0

17:00 107 109 70 21 307 17:00 0 0 0 0 0

18:00 20 20 28 19 87 18:00 0 0 0 0 0

19:00 13 10 6 19 48 19:00 0 0 0 0 0

20:00 13 11 9 16 49 20:00 0 0 0 0 0

21:00 11 9 10 15 45 21:00 0 0 0 0 0

22:00 12 9 10 8 39 22:00 0 0 0 0 0

23:00 6 7 3 8 24 23:00 0 0 0 0 0

TOTAL 2224 TOTAL 0

AM PEAK HOUR 1100-1200 AM PEAK HOUR 0000-0100

VOLUME 88 VOLUME 0

PM PEAK HOUR 1630-1730 PM PEAK HOUR 1200-1300

VOLUME 458 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 2224

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY NOVEMBER 19, 2008

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

NORTHBOUND I-710 OFF RAMP TO EASTBOUND PCH

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 15 0 9 3 0 2 0 0 0 1 0 0 0 0

1:00 8 0 3 4 0 1 0 0 0 0 0 0 0 0

2:00 16 0 10 4 0 2 0 0 0 0 0 0 0 0

3:00 10 1 5 3 0 1 0 0 0 0 0 0 0 0

4:00 15 1 6 5 1 1 0 0 0 1 0 0 0 0

5:00 21 0 6 10 1 4 0 0 0 0 0 0 0 0

6:00 40 0 22 9 0 8 0 0 0 1 0 0 0 0

7:00 64 0 35 22 1 3 1 0 0 1 0 0 0 1

8:00 60 0 27 24 1 8 0 0 0 0 0 0 0 0

9:00 69 0 28 24 1 11 4 0 0 1 0 0 0 0

10:00 75 3 45 16 1 6 3 0 0 1 0 0 0 0

11:00 88 1 47 27 1 9 2 0 1 0 0 0 0 0

12:00 82 1 42 30 0 6 2 0 1 0 0 0 0 0

13:00 94 0 51 18 0 18 5 0 1 1 0 0 0 0

14:00 188 0 88 72 5 20 1 0 0 1 0 0 0 1

15:00 327 0 170 109 3 39 0 0 2 3 1 0 0 0

16:00 453 3 261 126 0 51 3 0 1 4 3 0 0 1

17:00 307 4 189 85 2 23 1 0 0 2 0 0 0 1

18:00 87 0 52 27 1 4 3 0 0 0 0 0 0 0

19:00 48 2 29 12 1 3 1 0 0 0 0 0 0 0

20:00 49 2 28 13 1 1 1 0 0 3 0 0 0 0

21:00 45 1 21 12 0 5 2 0 0 4 0 0 0 0

22:00 39 0 22 14 0 2 0 0 0 1 0 0 0 0

23:00 24 0 16 6 0 1 0 0 0 1 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

WESTBOUND PCH TO SOUTHBOUND I-710 ON RAMP

DATE: WEDNESDAY NOVEMBER 19, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 0 2 2 2 6 0:00 0 0 0 0 0

1:00 3 0 0 2 5 1:00 0 0 0 0 0

2:00 1 1 2 0 4 2:00 0 0 0 0 0

3:00 0 2 2 1 5 3:00 0 0 0 0 0

4:00 1 1 5 6 13 4:00 0 0 0 0 0

5:00 4 7 17 20 48 5:00 0 0 0 0 0

6:00 11 20 30 43 104 6:00 0 0 0 0 0

7:00 31 31 39 46 147 7:00 0 0 0 0 0

8:00 27 14 23 26 90 8:00 0 0 0 0 0

9:00 18 18 17 9 62 9:00 0 0 0 0 0

10:00 13 12 10 13 48 10:00 0 0 0 0 0

11:00 12 12 13 18 55 11:00 0 0 0 0 0

12:00 16 21 22 22 81 12:00 0 0 0 0 0

13:00 16 14 23 14 67 13:00 0 0 0 0 0

14:00 22 12 17 10 61 14:00 0 0 0 0 0

15:00 16 9 11 14 50 15:00 0 0 0 0 0

16:00 20 21 12 22 75 16:00 0 0 0 0 0

17:00 15 21 15 15 66 17:00 0 0 0 0 0

18:00 17 10 8 17 52 18:00 0 0 0 0 0

19:00 19 11 8 5 43 19:00 0 0 0 0 0

20:00 12 12 7 6 37 20:00 0 0 0 0 0

21:00 4 6 5 8 23 21:00 0 0 0 0 0

22:00 4 4 5 5 18 22:00 0 0 0 0 0

23:00 4 2 4 4 14 23:00 0 0 0 0 0

TOTAL 1174 TOTAL 0

AM PEAK HOUR 0700-0800 AM PEAK HOUR 0000-0100

VOLUME 147 VOLUME 0

PM PEAK HOUR 1200-1300 PM PEAK HOUR 1200-1300

VOLUME 81 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 1174

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY NOVEMBER 19, 2008

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

WESTBOUND PCH TO SOUTHBOUND I-710 ON RAMP

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 6 0 6 0 0 0 0 0 0 0 0 0 0 0

1:00 5 0 4 1 0 0 0 0 0 0 0 0 0 0

2:00 4 0 3 1 0 0 0 0 0 0 0 0 0 0

3:00 5 0 5 0 0 0 0 0 0 0 0 0 0 0

4:00 13 0 12 1 0 0 0 0 0 0 0 0 0 0

5:00 48 1 32 11 0 3 0 0 0 1 0 0 0 0

6:00 104 0 76 21 0 4 0 0 1 2 0 0 0 0

7:00 147 0 102 19 3 5 13 0 1 3 1 0 0 0

8:00 90 1 66 14 1 4 2 0 0 2 0 0 0 0

9:00 62 2 42 13 2 2 0 0 0 1 0 0 0 0

10:00 48 1 31 9 1 3 1 0 0 2 0 0 0 0

11:00 55 0 39 10 0 0 4 0 2 0 0 0 0 0

12:00 81 0 57 17 0 4 3 0 0 0 0 0 0 0

13:00 67 2 48 12 0 4 0 0 0 1 0 0 0 0

14:00 61 1 46 11 0 2 0 0 1 0 0 0 0 0

15:00 50 1 42 6 0 1 0 0 0 0 0 0 0 0

16:00 75 0 63 9 0 3 0 0 0 0 0 0 0 0

17:00 66 3 56 4 1 1 0 0 1 0 0 0 0 0

18:00 52 2 45 4 0 0 1 0 0 0 0 0 0 0

19:00 43 0 36 5 0 0 0 0 0 1 0 1 0 0

20:00 37 3 31 1 0 1 1 0 0 0 0 0 0 0

21:00 23 0 21 1 0 1 0 0 0 0 0 0 0 0

22:00 18 0 15 3 0 0 0 0 0 0 0 0 0 0

23:00 14 0 11 2 0 1 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

SOUTHBOUND I-710 OFF RAMP TO EASTBOUND PCH

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 23 17 11 10 61 0:00 0 0 0 0 0

1:00 11 11 10 12 44 1:00 0 0 0 0 0

2:00 10 9 7 10 36 2:00 0 0 0 0 0

3:00 7 5 7 10 29 3:00 0 0 0 0 0

4:00 9 7 16 15 47 4:00 0 0 0 0 0

5:00 14 19 26 40 99 5:00 0 0 0 0 0

6:00 35 52 58 74 219 6:00 0 0 0 0 0

7:00 96 99 104 88 387 7:00 0 0 0 0 0

8:00 79 77 71 60 287 8:00 0 0 0 0 0

9:00 73 60 85 64 282 9:00 0 0 0 0 0

10:00 77 68 80 80 305 10:00 0 0 0 0 0

11:00 83 74 76 85 318 11:00 0 0 0 0 0

12:00 74 78 72 80 304 12:00 0 0 0 0 0

13:00 70 75 81 91 317 13:00 0 0 0 0 0

14:00 91 94 98 95 378 14:00 0 0 0 0 0

15:00 118 95 112 111 436 15:00 0 0 0 0 0

16:00 99 116 94 109 418 16:00 0 0 0 0 0

17:00 113 105 114 90 422 17:00 0 0 0 0 0

18:00 101 102 99 94 396 18:00 0 0 0 0 0

19:00 89 87 76 55 307 19:00 0 0 0 0 0

20:00 47 68 59 42 216 20:00 0 0 0 0 0

21:00 54 49 42 65 210 21:00 0 0 0 0 0

22:00 35 34 34 38 141 22:00 0 0 0 0 0

23:00 33 40 34 27 134 23:00 0 0 0 0 0

TOTAL 5793 TOTAL 0

AM PEAK HOUR 0700-0800 AM PEAK HOUR 0000-0100

VOLUME 387 VOLUME 0

PM PEAK HOUR 1645-1745 PM PEAK HOUR 1200-1300

VOLUME 441 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 5793

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: I-710 AT PACIFIC COAST HIGHWAY

SOUTHBOUND I-710 OFF RAMP TO EASTBOUND PCH

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 61 1 48 10 0 1 0 0 0 1 0 0 0 0

1:00 44 0 34 8 0 1 1 0 0 0 0 0 0 0

2:00 36 0 30 5 0 1 0 0 0 0 0 0 0 0

3:00 29 0 22 5 0 1 0 0 0 1 0 0 0 0

4:00 47 1 38 7 0 1 0 0 0 0 0 0 0 0

5:00 99 0 71 20 2 4 1 0 0 1 0 0 0 0

6:00 219 0 147 37 11 14 2 0 4 3 1 0 0 0

7:00 387 1 286 66 11 16 1 0 2 3 1 0 0 0

8:00 287 1 213 59 2 8 0 0 1 3 0 0 0 0

9:00 282 1 176 67 4 18 1 0 2 12 0 0 0 1

10:00 305 1 198 72 11 16 0 0 0 4 1 0 0 2

11:00 318 0 203 68 3 24 1 0 3 13 1 0 0 2

12:00 304 3 202 56 7 20 4 0 3 7 2 0 0 0

13:00 317 1 206 74 4 23 0 0 2 6 1 0 0 0

14:00 378 1 263 77 6 20 3 0 3 4 0 0 0 1

15:00 436 1 296 93 4 20 4 0 6 5 5 0 1 1

16:00 418 1 295 89 5 18 0 0 0 7 1 0 0 2

17:00 422 3 314 79 3 12 2 0 2 4 3 0 0 0

18:00 396 0 318 64 2 5 0 0 1 2 3 0 0 1

19:00 307 2 250 46 0 5 0 0 1 3 0 0 0 0

20:00 216 1 172 38 1 0 1 0 1 1 1 0 0 0

21:00 210 0 173 34 0 2 0 0 0 0 1 0 0 0

22:00 141 0 110 28 1 1 0 0 0 0 1 0 0 0

23:00 134 1 105 20 1 3 0 0 1 3 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT WILLOW STREET

EASTBOUND WILLOW STREET ON RAMP TO SOUTHBOUND I-710

DATE: THURSDAY NOVEMBER 6, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 5 4 2 3 14 0:00 0 0 0 0 0

1:00 3 3 7 3 16 1:00 0 0 0 0 0

2:00 3 1 4 2 10 2:00 0 0 0 0 0

3:00 4 2 4 3 13 3:00 0 0 0 0 0

4:00 2 2 7 8 19 4:00 0 0 0 0 0

5:00 9 9 16 25 59 5:00 0 0 0 0 0

6:00 20 38 24 53 135 6:00 0 0 0 0 0

7:00 40 61 78 83 262 7:00 0 0 0 0 0

8:00 56 59 49 55 219 8:00 0 0 0 0 0

9:00 41 35 41 26 143 9:00 0 0 0 0 0

10:00 23 25 31 31 110 10:00 0 0 0 0 0

11:00 25 32 21 20 98 11:00 0 0 0 0 0

12:00 30 36 32 38 136 12:00 0 0 0 0 0

13:00 34 38 41 30 143 13:00 0 0 0 0 0

14:00 34 35 44 41 154 14:00 0 0 0 0 0

15:00 45 52 41 54 192 15:00 0 0 0 0 0

16:00 47 52 59 44 202 16:00 0 0 0 0 0

17:00 52 68 66 63 249 17:00 0 0 0 0 0

18:00 45 51 39 43 178 18:00 0 0 0 0 0

19:00 27 28 34 24 113 19:00 0 0 0 0 0

20:00 25 22 18 15 80 20:00 0 0 0 0 0

21:00 18 12 18 12 60 21:00 0 0 0 0 0

22:00 20 11 10 9 50 22:00 0 0 0 0 0

23:00 6 13 10 5 34 23:00 0 0 0 0 0

TOTAL 2689 TOTAL 0

AM PEAK HOUR 0715-0815 AM PEAK HOUR 0000-0100

VOLUME 278 VOLUME 0

PM PEAK HOUR 1700-1800 PM PEAK HOUR 1200-1300

VOLUME 249 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 2689

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 6, 2008

LOCATION: I-710 AT WILLOW STREET

DIRECTION: EASTBOUND WILLOW STREET ON RAMP TO SOUTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 14 0 11 3 0 0 0 0 0 0 0 0 0 0

1:00 16 0 13 3 0 0 0 0 0 0 0 0 0 0

2:00 10 0 9 1 0 0 0 0 0 0 0 0 0 0

3:00 13 0 9 4 0 0 0 0 0 0 0 0 0 0

4:00 19 0 14 5 0 0 0 0 0 0 0 0 0 0

5:00 59 1 40 16 0 1 0 0 0 1 0 0 0 0

6:00 135 1 103 25 0 5 0 0 0 1 0 0 0 0

7:00 262 0 218 42 1 1 0 0 0 0 0 0 0 0

8:00 219 0 181 35 0 3 0 0 0 0 0 0 0 0

9:00 143 0 103 36 1 3 0 0 0 0 0 0 0 0

10:00 110 2 75 28 0 5 0 0 0 0 0 0 0 0

11:00 98 0 72 22 1 2 0 0 1 0 0 0 0 0

12:00 136 0 103 29 0 3 0 0 1 0 0 0 0 0

13:00 143 0 114 24 2 2 0 0 1 0 0 0 0 0

14:00 154 0 126 22 1 4 0 0 0 1 0 0 0 0

15:00 192 0 144 42 3 3 0 0 0 0 0 0 0 0

16:00 202 1 153 39 0 8 1 0 0 0 0 0 0 0

17:00 249 0 205 40 0 4 0 0 0 0 0 0 0 0

18:00 178 0 152 23 1 2 0 0 0 0 0 0 0 0

19:00 113 0 98 15 0 0 0 0 0 0 0 0 0 0

20:00 80 0 68 12 0 0 0 0 0 0 0 0 0 0

21:00 60 0 56 3 0 1 0 0 0 0 0 0 0 0

22:00 50 0 44 6 0 0 0 0 0 0 0 0 0 0

23:00 34 1 27 5 1 0 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT WILLOW STREET

SOUTHBOUND I-710 OFF RAMP TO WESTBOUND WIILLOW STREET

DATE: THURSDAY NOVEMBER 6, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 56 44 49 40 189 0:00 0 0 0 0 0

1:00 37 31 25 24 117 1:00 0 0 0 0 0

2:00 30 22 15 14 81 2:00 0 0 0 0 0

3:00 12 6 14 17 49 3:00 0 0 0 0 0

4:00 16 24 36 27 103 4:00 0 0 0 0 0

5:00 35 65 91 106 297 5:00 0 0 0 0 0

6:00 89 119 142 129 479 6:00 0 0 0 0 0

7:00 128 117 69 97 411 7:00 0 0 0 0 0

8:00 67 77 83 81 308 8:00 0 0 0 0 0

9:00 66 54 63 55 238 9:00 0 0 0 0 0

10:00 51 53 59 73 236 10:00 0 0 0 0 0

11:00 78 68 57 67 270 11:00 0 0 0 0 0

12:00 62 62 79 57 260 12:00 0 0 0 0 0

13:00 60 74 73 61 268 13:00 0 0 0 0 0

14:00 85 79 79 94 337 14:00 0 0 0 0 0

15:00 104 93 92 95 384 15:00 0 0 0 0 0

16:00 87 101 62 97 347 16:00 0 0 0 0 0

17:00 72 111 93 52 328 17:00 0 0 0 0 0

18:00 76 89 81 80 326 18:00 0 0 0 0 0

19:00 92 80 56 60 288 19:00 0 0 0 0 0

20:00 68 56 45 49 218 20:00 0 0 0 0 0

21:00 55 68 51 59 233 21:00 0 0 0 0 0

22:00 50 45 51 86 232 22:00 0 0 0 0 0

23:00 112 92 60 95 359 23:00 0 0 0 0 0

TOTAL 6358 TOTAL 0

AM PEAK HOUR 0615-0715 AM PEAK HOUR 0000-0100

VOLUME 518 VOLUME 0

PM PEAK HOUR 1500-1600 PM PEAK HOUR 1200-1300

VOLUME 384 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 6358

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 6, 2008

LOCATION: I-710 AT WILLOW STREET

DIRECTION: SOUTHBOUND I-710 OFF RAMP TO WESTBOUND WILLOW STREET

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 189 2 152 26 0 2 1 0 0 5 0 0 0 1

1:00 117 1 95 16 0 1 1 0 0 3 0 0 0 0

2:00 81 1 62 15 1 2 0 0 0 0 0 0 0 0

3:00 49 0 37 7 1 3 0 0 0 1 0 0 0 0

4:00 103 3 62 33 1 4 0 0 0 0 0 0 0 0

5:00 297 1 167 103 0 24 0 0 1 0 1 0 0 0

6:00 479 1 307 133 4 27 1 0 3 2 1 0 0 0

7:00 411 0 297 88 3 21 0 0 2 0 0 0 0 0

8:00 308 1 230 52 2 21 0 1 1 0 0 0 0 0

9:00 238 2 170 52 2 10 0 0 0 2 0 0 0 0

10:00 236 1 161 57 4 9 2 0 0 2 0 0 0 0

11:00 270 1 201 58 1 8 0 0 0 1 0 0 0 0

12:00 260 0 186 60 2 8 1 1 1 1 0 0 0 0

13:00 268 3 186 68 1 10 0 0 0 0 0 0 0 0

14:00 337 0 246 71 4 14 1 0 0 0 1 0 0 0

15:00 384 0 286 83 1 12 1 0 1 0 0 0 0 0

16:00 347 2 272 67 0 6 0 0 0 0 0 0 0 0

17:00 328 1 254 66 2 5 0 0 0 0 0 0 0 0

18:00 326 0 268 53 0 3 0 0 0 2 0 0 0 0

19:00 288 1 239 43 0 5 0 0 0 0 0 0 0 0

20:00 218 1 187 27 0 1 1 0 0 0 1 0 0 0

21:00 233 1 194 35 1 2 0 0 0 0 0 0 0 0

22:00 232 1 184 39 1 6 0 0 0 1 0 0 0 0

23:00 359 0 287 65 1 1 1 0 0 4 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT WILLOW STREET

SOUTHBOUND I-710 OFF RAMP TO EASTBOUND WILLOW STREET

DATE: THURSDAY NOVEMBER 6, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 47 51 57 51 206 0:00 0 0 0 0 0

1:00 34 35 35 36 140 1:00 0 0 0 0 0

2:00 40 25 11 15 91 2:00 0 0 0 0 0

3:00 10 17 9 11 47 3:00 0 0 0 0 0

4:00 12 18 23 11 64 4:00 0 0 0 0 0

5:00 10 15 19 24 68 5:00 0 0 0 0 0

6:00 35 48 69 56 208 6:00 0 0 0 0 0

7:00 58 42 61 44 205 7:00 0 0 0 0 0

8:00 44 40 42 44 170 8:00 0 0 0 0 0

9:00 52 51 70 64 237 9:00 0 0 0 0 0

10:00 58 57 58 53 226 10:00 0 0 0 0 0

11:00 65 58 52 52 227 11:00 0 0 0 0 0

12:00 45 66 63 71 245 12:00 0 0 0 0 0

13:00 71 63 56 69 259 13:00 0 0 0 0 0

14:00 73 57 89 90 309 14:00 0 0 0 0 0

15:00 84 86 95 107 372 15:00 0 0 0 0 0

16:00 100 91 91 99 381 16:00 0 0 0 0 0

17:00 95 85 94 81 355 17:00 0 0 0 0 0

18:00 81 98 92 69 340 18:00 0 0 0 0 0

19:00 88 83 59 75 305 19:00 0 0 0 0 0

20:00 60 56 58 52 226 20:00 0 0 0 0 0

21:00 57 57 55 40 209 21:00 0 0 0 0 0

22:00 38 38 47 79 202 22:00 0 0 0 0 0

23:00 75 75 72 73 295 23:00 0 0 0 0 0

TOTAL 5387 TOTAL 0

AM PEAK HOUR 0930-1030 AM PEAK HOUR 0000-0100

VOLUME 249 VOLUME 0

PM PEAK HOUR 1530-1630 PM PEAK HOUR 1200-1300

VOLUME 393 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 5387

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 6, 2008

LOCATION: I-710 AT WILLOW STREET

DIRECTION: SOUTHBOUND I-710 OFF RAMP TO EASTBOUND WILLOW STREET

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 206 7 179 3 0 0 4 0 1 9 2 0 0 1

1:00 140 1 111 1 0 2 4 0 2 18 0 0 0 1

2:00 91 1 78 0 0 1 3 0 0 6 1 0 0 1

3:00 47 1 31 2 0 5 1 0 0 7 0 0 0 0

4:00 64 1 50 0 0 1 0 0 1 11 0 0 0 0

5:00 68 1 59 8 0 0 0 0 0 0 0 0 0 0

6:00 208 3 192 6 0 2 1 0 0 2 1 1 0 0

7:00 205 6 187 6 0 4 1 0 0 0 0 0 1 0

8:00 170 6 157 4 0 3 0 0 0 0 0 0 0 0

9:00 237 8 213 5 0 5 0 0 0 3 2 0 0 1

10:00 226 5 211 6 0 2 0 0 0 1 0 0 0 1

11:00 227 3 210 8 0 1 0 0 0 2 3 0 0 0

12:00 245 5 224 6 0 1 0 0 1 2 5 0 1 0

13:00 259 5 243 6 0 3 0 0 0 1 1 0 0 0

14:00 309 7 287 9 0 3 0 0 0 2 1 0 0 0

15:00 372 15 337 9 0 7 0 0 0 1 2 0 1 0

16:00 381 11 356 5 0 1 0 0 1 0 5 0 2 0

17:00 355 8 329 5 0 0 0 0 0 1 8 0 4 0

18:00 340 14 316 5 0 1 0 0 1 0 3 0 0 0

19:00 305 5 295 1 0 0 0 0 0 2 2 0 0 0

20:00 226 8 216 0 0 0 0 0 0 1 1 0 0 0

21:00 209 0 205 1 0 0 0 0 0 0 3 0 0 0

22:00 202 9 183 1 0 0 2 0 0 3 4 0 0 0

23:00 295 10 252 1 0 0 5 0 2 15 5 0 2 3

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT WILLOW STREET

WESTBOUND WILLOW STREET ON RAMP TO I-710 NORTHBOUND

DATE: TUESDAY NOVEMBER 18, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 13 14 9 7 43 0:00 0 0 0 0 0

1:00 6 11 8 7 32 1:00 0 0 0 0 0

2:00 9 5 8 3 25 2:00 0 0 0 0 0

3:00 3 9 8 10 30 3:00 0 0 0 0 0

4:00 9 15 25 15 64 4:00 0 0 0 0 0

5:00 32 45 56 66 199 5:00 0 0 0 0 0

6:00 62 77 85 78 302 6:00 0 0 0 0 0

7:00 91 100 98 97 386 7:00 0 0 0 0 0

8:00 88 78 65 66 297 8:00 0 0 0 0 0

9:00 57 51 59 54 221 9:00 0 0 0 0 0

10:00 55 47 62 45 209 10:00 0 0 0 0 0

11:00 51 56 44 64 215 11:00 0 0 0 0 0

12:00 60 53 73 52 238 12:00 0 0 0 0 0

13:00 65 77 60 79 281 13:00 0 0 0 0 0

14:00 66 56 67 66 255 14:00 0 0 0 0 0

15:00 64 56 43 65 228 15:00 0 0 0 0 0

16:00 57 75 63 53 248 16:00 0 0 0 0 0

17:00 63 56 55 55 229 17:00 0 0 0 0 0

18:00 63 62 59 69 253 18:00 0 0 0 0 0

19:00 47 64 54 46 211 19:00 0 0 0 0 0

20:00 44 48 38 32 162 20:00 0 0 0 0 0

21:00 36 33 23 34 126 21:00 0 0 0 0 0

22:00 44 27 28 19 118 22:00 0 0 0 0 0

23:00 11 16 14 19 60 23:00 0 0 0 0 0

TOTAL 4432 TOTAL 0

AM PEAK HOUR 0700-0800 AM PEAK HOUR 0000-0100

VOLUME 386 VOLUME 0

PM PEAK HOUR 1315-1415 PM PEAK HOUR 1200-1300

VOLUME 282 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 4432

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: TUESDAY NOVEMBER 18, 2008

LOCATION: I-710 AT WILLOW STREET

WESTBOUND WILLOW STREET ON RAMP TO NORTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 43 0 34 7 0 0 1 0 0 1 0 0 0 0

1:00 32 0 28 3 0 1 0 0 0 0 0 0 0 0

2:00 25 0 17 6 0 0 0 0 0 2 0 0 0 0

3:00 30 0 29 1 0 0 0 0 0 0 0 0 0 0

4:00 64 0 54 8 0 1 0 0 0 1 0 0 0 0

5:00 199 1 155 38 0 4 0 0 1 0 0 0 0 0

6:00 302 0 229 66 2 3 1 0 1 0 0 0 0 0

7:00 386 2 298 75 1 7 1 0 0 2 0 0 0 0

8:00 297 1 244 41 1 7 0 0 2 1 0 0 0 0

9:00 221 1 171 38 1 6 1 0 0 2 0 0 1 0

10:00 209 3 149 49 1 6 1 0 0 0 0 0 0 0

11:00 215 0 160 46 1 4 3 0 0 0 1 0 0 0

12:00 238 0 185 44 1 5 0 0 1 2 0 0 0 0

13:00 281 1 206 58 1 10 3 0 2 0 0 0 0 0

14:00 255 0 208 38 1 6 1 0 0 1 0 0 0 0

15:00 228 0 170 48 3 4 0 0 2 1 0 0 0 0

16:00 248 2 192 48 0 5 0 0 1 0 0 0 0 0

17:00 229 1 176 45 2 3 0 0 2 0 0 0 0 0

18:00 253 4 195 50 0 4 0 0 0 0 0 0 0 0

19:00 211 1 162 46 0 2 0 0 0 0 0 0 0 0

20:00 162 0 129 31 0 2 0 0 0 0 0 0 0 0

21:00 126 0 100 25 0 1 0 0 0 0 0 0 0 0

22:00 118 0 90 26 0 1 0 0 0 1 0 0 0 0

23:00 60 0 46 13 0 1 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT WILLOW STREET

NORTHBOUND I-710 OFF RAMP TO EASTBOUND WILLOW STREET

DATE: TUESDAY NOVEMBER 18, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 6 3 6 6 21 0:00 0 0 0 0 0

1:00 5 3 1 4 13 1:00 0 0 0 0 0

2:00 6 4 7 11 28 2:00 0 0 0 0 0

3:00 10 1 6 4 21 3:00 0 0 0 0 0

4:00 3 5 4 3 15 4:00 0 0 0 0 0

5:00 5 4 8 16 33 5:00 0 0 0 0 0

6:00 13 23 28 41 105 6:00 0 0 0 0 0

7:00 22 29 40 38 129 7:00 0 0 0 0 0

8:00 33 29 27 24 113 8:00 0 0 0 0 0

9:00 27 27 14 13 81 9:00 0 0 0 0 0

10:00 23 25 21 31 100 10:00 0 0 0 0 0

11:00 34 38 36 53 161 11:00 0 0 0 0 0

12:00 43 28 21 27 119 12:00 0 0 0 0 0

13:00 28 24 21 26 99 13:00 0 0 0 0 0

14:00 24 25 21 26 96 14:00 0 0 0 0 0

15:00 30 42 38 31 141 15:00 0 0 0 0 0

16:00 25 38 40 21 124 16:00 0 0 0 0 0

17:00 33 20 42 35 130 17:00 0 0 0 0 0

18:00 28 22 21 18 89 18:00 0 0 0 0 0

19:00 16 11 13 11 51 19:00 0 0 0 0 0

20:00 17 10 9 12 48 20:00 0 0 0 0 0

21:00 10 12 7 13 42 21:00 0 0 0 0 0

22:00 14 10 6 3 33 22:00 0 0 0 0 0

23:00 2 7 3 4 16 23:00 0 0 0 0 0

TOTAL 1808 TOTAL 0

AM PEAK HOUR 1100-1200 AM PEAK HOUR 0000-0100

VOLUME 161 VOLUME 0

PM PEAK HOUR 1500-1600 PM PEAK HOUR 1200-1300

VOLUME 141 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 1808

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: TUESDAY NOVEMBER 18, 2008

LOCATION: I-710 AT WILLOW STREET

NORTBOUND I-710 OFF RAMP TO EASTBOUND WILLOW STREET10 ON RAMP TO EASTBOUND WILLOW STREET

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 21 0 12 5 1 1 0 0 0 2 0 0 0 0

1:00 13 0 10 2 0 1 0 0 0 0 0 0 0 0

2:00 28 0 17 8 0 2 1 0 0 0 0 0 0 0

3:00 21 0 13 8 0 0 0 0 0 0 0 0 0 0

4:00 15 0 11 3 0 1 0 0 0 0 0 0 0 0

5:00 33 1 26 5 0 1 0 0 0 0 0 0 0 0

6:00 105 1 77 20 2 2 1 0 0 2 0 0 0 0

7:00 129 0 99 22 2 4 1 0 0 1 0 0 0 0

8:00 113 1 76 27 2 5 1 0 0 1 0 0 0 0

9:00 81 0 57 16 0 5 1 0 1 1 0 0 0 0

10:00 100 0 71 19 1 5 2 0 0 2 0 0 0 0

11:00 161 0 91 51 2 12 3 0 1 1 0 0 0 0

12:00 119 0 75 29 3 7 4 0 1 0 0 0 0 0

13:00 99 0 71 19 1 5 3 0 0 0 0 0 0 0

14:00 96 2 56 25 3 5 5 0 0 0 0 0 0 0

15:00 141 0 96 35 0 5 4 0 0 1 0 0 0 0

16:00 124 0 86 27 2 3 6 0 0 0 0 0 0 0

17:00 130 0 93 29 0 7 1 0 0 0 0 0 0 0

18:00 89 2 69 13 0 4 1 0 0 0 0 0 0 0

19:00 51 0 40 10 0 0 0 0 0 1 0 0 0 0

20:00 48 1 44 3 0 0 0 0 0 0 0 0 0 0

21:00 42 0 33 9 0 0 0 0 0 0 0 0 0 0

22:00 33 0 25 8 0 0 0 0 0 0 0 0 0 0

23:00 16 0 15 1 0 0 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT WILLOW STREET

WESTBOUND WILLOW STREET ON RAMP TO SOUTHBOUND I-710

DATE: WEDNESDAY NOVEMBER 19, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 5 1 1 0 7 0:00 0 0 0 0 0

1:00 0 0 1 0 1 1:00 0 0 0 0 0

2:00 1 1 1 0 3 2:00 0 0 0 0 0

3:00 2 2 2 1 7 3:00 0 0 0 0 0

4:00 0 1 2 4 7 4:00 0 0 0 0 0

5:00 2 5 6 7 20 5:00 0 0 0 0 0

6:00 11 17 27 33 88 6:00 0 0 0 0 0

7:00 23 45 63 62 193 7:00 0 0 0 0 0

8:00 52 42 37 23 154 8:00 0 0 0 0 0

9:00 24 18 12 20 74 9:00 0 0 0 0 0

10:00 19 16 18 19 72 10:00 0 0 0 0 0

11:00 16 22 24 19 81 11:00 0 0 0 0 0

12:00 24 23 20 24 91 12:00 0 0 0 0 0

13:00 21 35 25 24 105 13:00 0 0 0 0 0

14:00 18 16 26 20 80 14:00 0 0 0 0 0

15:00 32 29 21 20 102 15:00 0 0 0 0 0

16:00 21 21 41 26 109 16:00 0 0 0 0 0

17:00 29 27 27 28 111 17:00 0 0 0 0 0

18:00 21 20 15 19 75 18:00 0 0 0 0 0

19:00 17 17 12 14 60 19:00 0 0 0 0 0

20:00 9 11 10 9 39 20:00 0 0 0 0 0

21:00 9 7 6 8 30 21:00 0 0 0 0 0

22:00 6 11 14 6 37 22:00 0 0 0 0 0

23:00 4 4 15 2 25 23:00 0 0 0 0 0

TOTAL 1571 TOTAL 0

AM PEAK HOUR 0715-0815 AM PEAK HOUR 0000-0100

VOLUME 222 VOLUME 0

PM PEAK HOUR 1630-1730 PM PEAK HOUR 1200-1300

VOLUME 123 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 1571

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY NOVEMBER 19, 2008

LOCATION: I-710 FREEWAY AT WILLOW STREET

WESTBOUND WILLOW STREET ON RAMP TO SOUTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 7 0 3 2 0 1 0 0 0 1 0 0 0 0

1:00 1 0 0 0 0 1 0 0 0 0 0 0 0 0

2:00 3 0 2 1 0 0 0 0 0 0 0 0 0 0

3:00 7 0 1 1 3 0 2 0 0 0 0 0 0 0

4:00 7 0 1 4 1 1 0 0 0 0 0 0 0 0

5:00 20 0 7 2 0 9 2 0 0 0 0 0 0 0

6:00 88 0 44 25 2 16 1 0 0 0 0 0 0 0

7:00 193 1 88 60 4 30 7 0 2 1 0 0 0 0

8:00 154 3 81 46 1 17 4 0 2 0 0 0 0 0

9:00 74 0 37 21 5 10 1 0 0 0 0 0 0 0

10:00 72 0 34 28 2 5 0 0 2 1 0 0 0 0

11:00 81 0 44 26 0 9 1 0 0 1 0 0 0 0

12:00 91 0 48 24 1 15 1 0 0 2 0 0 0 0

13:00 105 0 59 34 3 6 2 0 0 0 0 0 0 1

14:00 80 1 36 24 4 11 2 0 0 2 0 0 0 0

15:00 102 1 54 35 0 11 1 0 0 0 0 0 0 0

16:00 109 0 65 31 0 10 1 0 2 0 0 0 0 0

17:00 111 0 72 26 0 11 1 0 0 1 0 0 0 0

18:00 75 1 51 19 0 4 0 0 0 0 0 0 0 0

19:00 60 0 41 16 0 3 0 0 0 0 0 0 0 0

20:00 39 0 27 10 0 2 0 0 0 0 0 0 0 0

21:00 30 1 15 12 0 2 0 0 0 0 0 0 0 0

22:00 37 0 18 10 1 8 0 0 0 0 0 0 0 0

23:00 25 0 16 6 0 2 0 0 1 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT WILLOW STREET

NORTHBOUND I-710 OFF RAMP TO WESTBOUND WILLOW STREET

DATE: WEDNESDAY NOVEMBER 19, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 3 3 5 2 13 0:00 0 0 0 0 0

1:00 1 1 6 1 9 1:00 0 0 0 0 0

2:00 4 2 0 6 12 2:00 0 0 0 0 0

3:00 1 0 3 1 5 3:00 0 0 0 0 0

4:00 3 1 3 4 11 4:00 0 0 0 0 0

5:00 6 6 12 12 36 5:00 0 0 0 0 0

6:00 7 9 20 19 55 6:00 0 0 0 0 0

7:00 25 42 31 37 135 7:00 0 0 0 0 0

8:00 23 24 27 39 113 8:00 0 0 0 0 0

9:00 15 21 14 20 70 9:00 0 0 0 0 0

10:00 17 17 13 20 67 10:00 0 0 0 0 0

11:00 16 26 17 23 82 11:00 0 0 0 0 0

12:00 22 15 21 27 85 12:00 0 0 0 0 0

13:00 24 26 23 25 98 13:00 0 0 0 0 0

14:00 24 33 49 34 140 14:00 0 0 0 0 0

15:00 36 35 25 22 118 15:00 0 0 0 0 0

16:00 37 51 47 45 180 16:00 0 0 0 0 0

17:00 43 13 25 40 121 17:00 0 0 0 0 0

18:00 38 25 28 27 118 18:00 0 0 0 0 0

19:00 24 22 16 25 87 19:00 0 0 0 0 0

20:00 23 16 24 23 86 20:00 0 0 0 0 0

21:00 15 10 11 16 52 21:00 0 0 0 0 0

22:00 11 19 13 11 54 22:00 0 0 0 0 0

23:00 9 8 5 4 26 23:00 0 0 0 0 0

TOTAL 1773 TOTAL 0

AM PEAK HOUR 0700-0800 AM PEAK HOUR 0000-0100

VOLUME 135 VOLUME 0

PM PEAK HOUR 1615-1715 PM PEAK HOUR 1200-1300

VOLUME 186 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 1773

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY NOVEMBER 19, 2008

LOCATION: I-710 AT WILLOW STREET

NORTHBOUND I-710 OFF RAMP TO WESTBOUND WILLOW STREET

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 13 0 10 2 0 1 0 0 0 0 0 0 0 0

1:00 9 0 4 4 0 1 0 0 0 0 0 0 0 0

2:00 12 0 8 4 0 0 0 0 0 0 0 0 0 0

3:00 5 0 4 1 0 0 0 0 0 0 0 0 0 0

4:00 11 0 8 3 0 0 0 0 0 0 0 0 0 0

5:00 36 0 29 6 0 1 0 0 0 0 0 0 0 0

6:00 55 0 42 11 0 2 0 0 0 0 0 0 0 0

7:00 135 0 117 15 0 3 0 0 0 0 0 0 0 0

8:00 113 0 98 15 0 0 0 0 0 0 0 0 0 0

9:00 70 0 55 10 0 5 0 0 0 0 0 0 0 0

10:00 67 0 53 9 0 5 0 0 0 0 0 0 0 0

11:00 82 0 62 16 0 2 1 0 1 0 0 0 0 0

12:00 85 0 67 12 0 6 0 0 0 0 0 0 0 0

13:00 98 0 81 15 1 1 0 0 0 0 0 0 0 0

14:00 140 0 122 15 0 3 0 0 0 0 0 0 0 0

15:00 118 1 95 17 1 3 0 0 1 0 0 0 0 0

16:00 180 0 140 30 1 7 1 0 0 1 0 0 0 0

17:00 121 0 103 14 0 4 0 0 0 0 0 0 0 0

18:00 118 0 107 10 0 0 0 0 1 0 0 0 0 0

19:00 87 0 76 7 0 4 0 0 0 0 0 0 0 0

20:00 86 0 70 16 0 0 0 0 0 0 0 0 0 0

21:00 52 0 49 2 0 1 0 0 0 0 0 0 0 0

22:00 54 0 47 6 0 1 0 0 0 0 0 0 0 0

23:00 26 0 22 4 0 0 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT WILLOW STREET

EASTBOUND WILLOW STREET ON RAMP TO NORTHBOUND I-710

DATE: THURSDAY DECEMBER 4, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 15 10 13 17 55 0:00 0 0 0 0 0

1:00 13 11 15 8 47 1:00 0 0 0 0 0

2:00 16 15 17 15 63 2:00 0 0 0 0 0

3:00 11 9 18 12 50 3:00 0 0 0 0 0

4:00 17 17 31 21 86 4:00 0 0 0 0 0

5:00 35 61 74 62 232 5:00 0 0 0 0 0

6:00 71 68 77 81 297 6:00 0 0 0 0 0

7:00 87 113 107 102 409 7:00 0 0 0 0 0

8:00 99 72 88 77 336 8:00 0 0 0 0 0

9:00 71 61 70 55 257 9:00 0 0 0 0 0

10:00 67 57 52 58 234 10:00 0 0 0 0 0

11:00 58 66 64 73 261 11:00 0 0 0 0 0

12:00 61 67 86 65 279 12:00 0 0 0 0 0

13:00 71 69 65 50 255 13:00 0 0 0 0 0

14:00 70 91 90 84 335 14:00 0 0 0 0 0

15:00 104 81 100 89 374 15:00 0 0 0 0 0

16:00 116 103 123 120 462 16:00 0 0 0 0 0

17:00 101 98 83 65 347 17:00 0 0 0 0 0

18:00 80 88 70 70 308 18:00 0 0 0 0 0

19:00 77 69 58 48 252 19:00 0 0 0 0 0

20:00 50 45 50 48 193 20:00 0 0 0 0 0

21:00 56 41 50 32 179 21:00 0 0 0 0 0

22:00 42 31 43 33 149 22:00 0 0 0 0 0

23:00 27 25 32 14 98 23:00 0 0 0 0 0

TOTAL 5558 TOTAL 0

AM PEAK HOUR 0715-0815 AM PEAK HOUR 0000-0100

VOLUME 421 VOLUME 0

PM PEAK HOUR 1600-1700 PM PEAK HOUR 1200-1300

VOLUME 462 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 5558

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY DECEMBER 4, 2008

LOCATION: I-710 AT WILLOW STREET

EASTBOUND WILLOW STREET ON RAMP TO NORTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 55 1 39 11 0 1 2 0 0 0 0 0 0 1

1:00 47 0 30 10 1 3 2 0 0 1 0 0 0 0

2:00 63 0 43 11 3 2 3 0 0 1 0 0 0 0

3:00 50 0 29 12 2 1 2 0 1 3 0 0 0 0

4:00 86 0 70 12 0 1 2 0 0 1 0 0 0 0

5:00 232 1 173 50 0 7 0 0 0 1 0 0 0 0

6:00 297 0 236 53 1 5 1 0 1 0 0 0 0 0

7:00 409 0 308 79 3 13 1 0 1 0 2 0 1 1

8:00 336 1 260 59 1 12 0 0 0 2 0 1 0 0

9:00 257 1 183 51 3 12 4 0 1 1 1 0 0 0

10:00 234 0 166 47 2 16 0 0 1 1 1 0 0 0

11:00 261 0 177 63 0 14 5 1 0 1 0 0 0 0

12:00 279 0 197 57 1 11 7 1 3 1 0 1 0 0

13:00 255 0 177 53 2 15 1 1 4 1 1 0 0 0

14:00 335 1 234 79 1 15 0 0 4 0 1 0 0 0

15:00 374 1 267 81 0 19 0 0 3 1 0 1 0 1

16:00 462 1 300 125 1 30 1 1 1 0 2 0 0 0

17:00 347 2 253 74 1 13 0 0 2 1 0 0 0 1

18:00 308 0 237 63 1 5 0 0 1 0 0 1 0 0

19:00 252 0 184 51 3 10 0 0 1 1 2 0 0 0

20:00 193 0 158 30 0 3 1 0 0 1 0 0 0 0

21:00 179 0 148 24 0 3 0 0 4 0 0 0 0 0

22:00 149 0 114 29 1 1 0 0 2 2 0 0 0 0

23:00 98 0 77 16 1 2 1 0 0 1 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT DEL AMO BOULEVARD

I-710 SOUTHBOUND DEL AMO BOULEVARD OFF RAMP

DATE: TUESDAY DECEMBER 2, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 0 0 0 0 0 0:00 0 0 0 0 0

1:00 0 0 0 0 0 1:00 0 0 0 0 0

2:00 0 0 0 0 0 2:00 0 0 0 0 0

3:00 0 0 0 0 0 3:00 0 0 0 0 0

4:00 0 0 0 0 0 4:00 0 0 0 0 0

5:00 0 0 0 0 0 5:00 0 0 0 0 0

6:00 0 0 0 0 0 6:00 0 0 0 0 0

7:00 0 0 0 0 0 7:00 0 0 0 0 0

8:00 0 0 0 0 0 8:00 0 0 0 0 0

9:00 0 0 0 0 0 9:00 0 0 0 0 0

10:00 0 74 120 129 323 10:00 0 0 0 0 0

11:00 108 130 113 115 466 11:00 0 0 0 0 0

12:00 138 149 117 117 521 12:00 0 0 0 0 0

13:00 110 136 118 134 498 13:00 0 0 0 0 0

14:00 136 147 143 133 559 14:00 0 0 0 0 0

15:00 133 110 135 147 525 15:00 0 0 0 0 0

16:00 124 149 139 153 565 16:00 0 0 0 0 0

17:00 111 141 128 126 506 17:00 0 0 0 0 0

18:00 108 106 107 86 407 18:00 0 0 0 0 0

19:00 94 98 71 69 332 19:00 0 0 0 0 0

20:00 57 61 63 56 237 20:00 0 0 0 0 0

21:00 68 59 55 44 226 21:00 0 0 0 0 0

22:00 20 1 1 1 23 22:00 0 0 0 0 0

23:00 2 1 2 4 9 23:00 0 0 0 0 0

TOTAL 5197 TOTAL 0

AM PEAK HOUR 0000-0100 AM PEAK HOUR 0000-0100

VOLUME 487 VOLUME 0

PM PEAK HOUR 1600-1700 PM PEAK HOUR 1200-1300

VOLUME 565 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 5197

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: TUESDAY DECEMBER 2, 2008

LOCATION: I-710 AT DEL AMO BOULEVARD

SOUTHBOUND I-710 OFF RAMP TO DEL AMO BOULEVARD

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

3:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:00 323 0 153 44 15 21 15 0 9 61 2 1 0 2

11:00 466 4 215 89 25 27 18 0 9 71 3 0 0 5

12:00 521 2 264 97 20 31 12 0 4 86 1 2 0 2

13:00 498 0 271 85 19 35 10 0 7 62 0 0 0 9

14:00 559 2 345 81 22 25 12 0 6 61 1 2 0 2

15:00 525 1 328 88 11 27 16 0 5 46 1 0 0 2

16:00 565 3 381 93 16 20 13 0 4 34 1 0 0 0

17:00 506 0 366 87 10 10 8 0 3 19 0 1 0 2

18:00 407 2 306 44 5 11 12 0 2 24 0 0 0 1

19:00 332 1 246 41 3 7 11 0 1 19 0 1 0 2

20:00 237 1 180 28 0 10 8 0 0 9 1 0 0 0

21:00 226 1 168 32 1 6 4 0 1 13 0 0 0 0

22:00 23 0 17 4 0 0 0 0 0 2 0 0 0 0

23:00 9 1 0 6 0 1 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT DEL AMO BOULEVARD

WESTBOUND DEL AMO BOULEVARD TO I-710 NORTHBOUND ON RAMP

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 6 11 9 7 33 0:00 0 0 0 0 0

1:00 4 3 4 4 15 1:00 0 0 0 0 0

2:00 3 4 4 7 18 2:00 0 0 0 0 0

3:00 4 2 8 5 19 3:00 0 0 0 0 0

4:00 7 11 21 17 56 4:00 0 0 0 0 0

5:00 23 41 40 44 148 5:00 0 0 0 0 0

6:00 39 57 65 64 225 6:00 0 0 0 0 0

7:00 95 83 75 84 337 7:00 0 0 0 0 0

8:00 75 48 45 51 219 8:00 0 0 0 0 0

9:00 48 49 51 42 190 9:00 0 0 0 0 0

10:00 44 47 52 48 191 10:00 0 0 0 0 0

11:00 54 45 49 54 202 11:00 0 0 0 0 0

12:00 40 43 47 54 184 12:00 0 0 0 0 0

13:00 61 34 49 43 187 13:00 0 0 0 0 0

14:00 48 52 45 58 203 14:00 0 0 0 0 0

15:00 39 50 44 49 182 15:00 0 0 0 0 0

16:00 55 55 48 54 212 16:00 0 0 0 0 0

17:00 69 66 59 44 238 17:00 0 0 0 0 0

18:00 41 56 65 55 217 18:00 0 0 0 0 0

19:00 45 41 24 36 146 19:00 0 0 0 0 0

20:00 39 23 32 27 121 20:00 0 0 0 0 0

21:00 39 38 26 20 123 21:00 0 0 0 0 0

22:00 28 24 18 14 84 22:00 0 0 0 0 0

23:00 23 14 10 17 64 23:00 0 0 0 0 0

TOTAL 3614 TOTAL 0

AM PEAK HOUR 0700-0800 AM PEAK HOUR 0000-0100

VOLUME 337 VOLUME 0

PM PEAK HOUR 1645-1745 PM PEAK HOUR 1200-1300

VOLUME 248 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 3614

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: I-710 AT DEL AMO BOULEVARD

WESTBOUND DEL AMO BOULEVARD TO I-710 NORTHBOUND ON RAMP

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 33 0 25 5 1 1 0 0 1 0 0 0 0 0

1:00 15 0 11 3 0 1 0 0 0 0 0 0 0 0

2:00 18 0 7 6 0 4 0 0 0 1 0 0 0 0

3:00 19 0 12 5 1 1 0 0 0 0 0 0 0 0

4:00 56 0 38 11 0 7 0 0 0 0 0 0 0 0

5:00 148 3 107 27 0 10 0 0 1 0 0 0 0 0

6:00 225 0 166 42 0 15 0 0 0 2 0 0 0 0

7:00 337 1 258 70 0 7 0 0 1 0 0 0 0 0

8:00 219 2 164 43 2 7 0 0 0 1 0 0 0 0

9:00 190 0 135 44 3 5 0 0 1 2 0 0 0 0

10:00 191 0 135 44 1 11 0 0 0 0 0 0 0 0

11:00 202 1 152 40 1 8 0 0 0 0 0 0 0 0

12:00 184 0 138 34 1 9 0 0 1 1 0 0 0 0

13:00 187 2 136 37 1 9 1 0 1 0 0 0 0 0

14:00 203 1 144 48 0 8 1 0 1 0 0 0 0 0

15:00 182 1 135 39 1 5 0 0 1 0 0 0 0 0

16:00 212 0 169 38 0 5 0 0 0 0 0 0 0 0

17:00 238 1 179 51 1 5 0 0 0 1 0 0 0 0

18:00 217 0 167 42 0 7 0 0 1 0 0 0 0 0

19:00 146 0 114 25 0 7 0 0 0 0 0 0 0 0

20:00 121 1 87 26 0 7 0 0 0 0 0 0 0 0

21:00 123 1 99 19 0 3 0 0 0 1 0 0 0 0

22:00 84 0 69 14 0 1 0 0 0 0 0 0 0 0

23:00 64 1 48 11 1 2 0 0 1 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT DEL AMO BOULEVARD

EASTBOUND DEL AMO BOULEVARD TO I-710 NORTHBOUND ON RAMP

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 42 23 22 11 98 0:00 0 0 0 0 0

1:00 14 8 28 13 63 1:00 0 0 0 0 0

2:00 17 22 13 18 70 2:00 0 0 0 0 0

3:00 7 11 8 10 36 3:00 0 0 0 0 0

4:00 20 17 18 30 85 4:00 0 0 0 0 0

5:00 35 27 30 33 125 5:00 0 0 0 0 0

6:00 43 42 29 55 169 6:00 0 0 0 0 0

7:00 51 58 70 49 228 7:00 0 0 0 0 0

8:00 48 50 54 50 202 8:00 0 0 0 0 0

9:00 59 44 61 57 221 9:00 0 0 0 0 0

10:00 69 75 72 58 274 10:00 0 0 0 0 0

11:00 69 76 72 81 298 11:00 0 0 0 0 0

12:00 90 71 76 85 322 12:00 0 0 0 0 0

13:00 79 83 106 108 376 13:00 0 0 0 0 0

14:00 117 118 156 135 526 14:00 0 0 0 0 0

15:00 116 121 166 156 559 15:00 0 0 0 0 0

16:00 178 137 163 125 603 16:00 0 0 0 0 0

17:00 165 159 132 121 577 17:00 0 0 0 0 0

18:00 113 95 87 117 412 18:00 0 0 0 0 0

19:00 90 55 38 52 235 19:00 0 0 0 0 0

20:00 44 35 36 27 142 20:00 0 0 0 0 0

21:00 50 18 26 24 118 21:00 0 0 0 0 0

22:00 29 34 27 23 113 22:00 0 0 0 0 0

23:00 39 27 50 23 139 23:00 0 0 0 0 0

TOTAL 5991 TOTAL 0

AM PEAK HOUR 1100-1200 AM PEAK HOUR 0000-0100

VOLUME 298 VOLUME 0

PM PEAK HOUR 1530-1630 PM PEAK HOUR 1200-1300

VOLUME 637 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 5991

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: I-710 AT DEL AMO BOULEVARD

EASTBOUND DEL AMO BOULEVARD TO I-710 NORTHBOUND ON RAMP

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 98 1 60 13 1 6 5 1 0 10 0 1 0 0

1:00 63 0 32 5 2 2 16 1 0 5 0 0 0 0

2:00 70 0 42 7 1 2 13 0 0 5 0 0 0 0

3:00 36 0 14 8 2 1 3 0 0 5 0 1 1 1

4:00 85 0 44 19 0 6 0 0 4 12 0 0 0 0

5:00 125 2 67 22 1 8 5 0 1 17 0 1 0 1

6:00 169 0 75 26 9 7 7 0 3 36 1 1 0 4

7:00 228 0 113 38 6 10 10 0 11 37 1 0 0 2

8:00 202 2 67 39 15 13 14 0 4 47 0 0 0 1

9:00 221 1 67 41 24 16 19 0 4 45 1 1 0 2

10:00 274 0 113 47 27 15 16 0 11 41 0 0 0 4

11:00 298 0 111 43 28 26 14 0 8 62 2 1 0 3

12:00 322 1 137 50 17 17 21 0 8 64 1 0 0 6

13:00 376 1 165 74 23 25 16 0 11 53 2 0 0 6

14:00 526 2 290 108 20 25 15 0 7 52 4 0 1 2

15:00 559 1 343 112 12 23 15 0 8 32 9 0 1 3

16:00 603 2 412 114 11 19 6 0 5 28 4 0 0 2

17:00 577 2 418 101 3 9 8 0 7 25 3 0 1 0

18:00 412 1 310 72 2 3 7 0 2 10 2 0 0 3

19:00 235 0 165 40 0 6 3 0 2 15 1 1 1 1

20:00 142 0 87 22 3 4 5 0 2 12 0 5 0 2

21:00 118 0 69 20 2 3 1 0 2 13 1 5 0 2

22:00 113 1 72 25 4 2 3 0 0 3 0 3 0 0

23:00 139 0 107 16 2 2 0 1 1 5 0 5 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT DEL AMO BOULEVARD

I-710 NORTHBOUND OFF RAMP TO EASTBOUND DEL AMO BOULEVARD

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 33 28 18 17 96 0:00 0 0 0 0 0

1:00 16 16 10 23 65 1:00 0 0 0 0 0

2:00 7 13 12 22 54 2:00 0 0 0 0 0

3:00 19 10 6 8 43 3:00 0 0 0 0 0

4:00 3 14 11 14 42 4:00 0 0 0 0 0

5:00 10 14 25 27 76 5:00 0 0 0 0 0

6:00 33 38 49 77 197 6:00 0 0 0 0 0

7:00 57 57 91 84 289 7:00 0 0 0 0 0

8:00 80 82 67 72 301 8:00 0 0 0 0 0

9:00 65 66 57 70 258 9:00 0 0 0 0 0

10:00 76 73 65 84 298 10:00 0 0 0 0 0

11:00 76 66 84 93 319 11:00 0 0 0 0 0

12:00 99 87 87 98 371 12:00 0 0 0 0 0

13:00 90 74 87 114 365 13:00 0 0 0 0 0

14:00 99 105 85 110 399 14:00 0 0 0 0 0

15:00 103 119 123 142 487 15:00 0 0 0 0 0

16:00 132 147 152 178 609 16:00 0 0 0 0 0

17:00 163 134 145 159 601 17:00 0 0 0 0 0

18:00 138 145 109 105 497 18:00 0 0 0 0 0

19:00 106 106 94 78 384 19:00 0 0 0 0 0

20:00 83 71 57 63 274 20:00 0 0 0 0 0

21:00 59 59 71 67 256 21:00 0 0 0 0 0

22:00 69 52 53 64 238 22:00 0 0 0 0 0

23:00 53 43 33 30 159 23:00 0 0 0 0 0

TOTAL 6678 TOTAL 0

AM PEAK HOUR 0730-0830 AM PEAK HOUR 0000-0100

VOLUME 337 VOLUME 0

PM PEAK HOUR 1615-1715 PM PEAK HOUR 1200-1300

VOLUME 640 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 6678

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: I-710 AT DEL AMO BOULEVARD

NORTHBOUND I-710 OFF RAMP TO EASTBOUND DEL AMO BOULEVARD

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 96 0 83 11 0 1 0 0 1 0 0 0 0 0

1:00 65 0 46 16 0 2 0 0 1 0 0 0 0 0

2:00 54 0 37 15 0 1 0 0 0 1 0 0 0 0

3:00 43 0 25 16 0 2 0 0 0 0 0 0 0 0

4:00 42 0 31 8 0 3 0 0 0 0 0 0 0 0

5:00 76 0 54 19 1 2 0 0 0 0 0 0 0 0

6:00 197 1 138 44 1 12 1 0 0 0 0 0 0 0

7:00 289 0 231 49 0 9 0 0 0 0 0 0 0 0

8:00 301 2 226 63 0 9 1 0 0 0 0 0 0 0

9:00 258 0 191 55 1 10 1 0 0 0 0 0 0 0

10:00 298 0 215 70 2 9 1 0 0 1 0 0 0 0

11:00 319 2 240 61 1 14 1 0 0 0 0 0 0 0

12:00 371 1 279 77 0 12 2 0 0 0 0 0 0 0

13:00 365 1 261 94 2 6 0 0 0 0 0 0 0 0

14:00 399 0 291 102 0 6 0 0 0 0 1 0 0 0

15:00 487 2 339 126 3 11 0 0 4 0 0 1 1 0

16:00 609 1 460 128 2 15 2 0 0 1 0 0 0 0

17:00 601 2 444 131 1 21 0 0 0 0 2 0 0 0

18:00 497 1 374 107 0 14 0 0 1 0 0 0 0 0

19:00 384 2 303 72 1 5 0 0 0 1 0 0 0 0

20:00 274 0 216 49 0 7 0 0 1 0 1 0 0 0

21:00 256 0 202 49 0 4 1 0 0 0 0 0 0 0

22:00 238 0 196 37 0 3 0 0 0 1 1 0 0 0

23:00 159 2 120 35 0 2 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT DEL AMO BOULEVARD

NORTHBOUND I-710 OFF RAMP TO WESTBOUND DEL AMO BOULEVARD

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 14 16 15 14 59 0:00 0 0 0 0 0

1:00 12 6 6 13 37 1:00 0 0 0 0 0

2:00 8 8 11 3 30 2:00 0 0 0 0 0

3:00 5 8 5 7 25 3:00 0 0 0 0 0

4:00 14 4 16 35 69 4:00 0 0 0 0 0

5:00 24 25 61 101 211 5:00 0 0 0 0 0

6:00 47 43 65 90 245 6:00 0 0 0 0 0

7:00 61 77 82 48 268 7:00 0 0 0 0 0

8:00 26 81 76 66 249 8:00 0 0 0 0 0

9:00 57 59 61 59 236 9:00 0 0 0 0 0

10:00 57 60 61 65 243 10:00 0 0 0 0 0

11:00 40 62 63 60 225 11:00 0 0 0 0 0

12:00 54 64 62 41 221 12:00 0 0 0 0 0

13:00 62 62 64 64 252 13:00 0 0 0 0 0

14:00 61 60 47 38 206 14:00 0 0 0 0 0

15:00 47 71 46 46 210 15:00 0 0 0 0 0

16:00 44 44 38 33 159 16:00 0 0 0 0 0

17:00 24 28 28 34 114 17:00 0 0 0 0 0

18:00 21 26 34 43 124 18:00 0 0 0 0 0

19:00 28 21 23 20 92 19:00 0 0 0 0 0

20:00 19 24 13 10 66 20:00 0 0 0 0 0

21:00 22 21 22 11 76 21:00 0 0 0 0 0

22:00 15 12 10 11 48 22:00 0 0 0 0 0

23:00 4 15 10 22 51 23:00 0 0 0 0 0

TOTAL 3516 TOTAL 0

AM PEAK HOUR 0645-0745 AM PEAK HOUR 0000-0100

VOLUME 310 VOLUME 0

PM PEAK HOUR 1300-1400 PM PEAK HOUR 1200-1300

VOLUME 252 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 3516

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: I-710 AT DEL AMO BOULEVARD

NORTHBOUND I-710 OFF RAMP TO WESTBOUND DEL AMO BOULEVARD

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 59 0 11 1 3 1 11 0 0 31 0 1 0 0

1:00 37 0 7 1 1 1 11 0 0 16 0 0 0 0

2:00 30 0 8 1 1 0 6 0 0 13 1 0 0 0

3:00 25 0 11 7 0 3 1 0 0 2 0 1 0 0

4:00 69 0 50 15 0 1 0 0 0 3 0 0 0 0

5:00 211 2 158 44 1 3 1 0 0 2 0 0 0 0

6:00 245 3 184 46 2 3 4 0 0 2 0 0 0 0

7:00 268 1 203 41 4 6 2 0 2 8 0 0 0 1

8:00 249 0 160 28 11 10 10 0 3 21 0 0 0 3

9:00 236 1 110 42 15 13 18 0 3 32 0 0 0 2

10:00 243 1 105 35 8 16 24 0 6 43 0 0 0 5

11:00 225 1 77 46 16 19 27 0 4 34 0 0 0 1

12:00 221 0 91 40 16 12 21 0 3 31 3 0 0 4

13:00 252 1 100 49 6 13 33 0 2 43 0 0 0 5

14:00 206 1 96 34 5 11 20 0 1 35 0 1 0 2

15:00 210 1 92 30 9 11 30 0 3 30 0 0 0 4

16:00 159 0 58 21 22 9 19 0 3 24 0 0 0 3

17:00 114 1 63 24 9 4 2 0 1 9 0 0 0 1

18:00 124 0 65 17 14 4 4 0 1 13 1 1 0 4

19:00 92 1 40 11 3 3 8 0 0 26 0 0 0 0

20:00 66 0 17 12 1 1 1 0 0 31 1 1 0 1

21:00 76 0 26 4 2 2 13 0 0 29 0 0 0 0

22:00 48 0 19 8 0 1 6 0 0 14 0 0 0 0

23:00 51 0 17 3 1 0 5 0 1 21 0 2 0 1

Page 137: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT DEL AMO BOULEVARD

DEL AMO BOULEVARD ON RAMPS TO I-710 SOUTHBOUND

DATE: WEDNESDAY DECEMBER 3, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 65 30 34 33 162 0:00 0 0 0 0 0

1:00 24 15 23 20 82 1:00 0 0 0 0 0

2:00 17 13 22 14 66 2:00 0 0 0 0 0

3:00 17 10 21 33 81 3:00 0 0 0 0 0

4:00 22 31 44 59 156 4:00 0 0 0 0 0

5:00 55 77 124 124 380 5:00 0 0 0 0 0

6:00 105 134 189 185 613 6:00 0 0 0 0 0

7:00 182 180 175 180 717 7:00 0 0 0 0 0

8:00 164 160 128 121 573 8:00 0 0 0 0 0

9:00 107 117 129 113 466 9:00 0 0 0 0 0

10:00 99 105 109 109 422 10:00 0 0 0 0 0

11:00 112 107 123 96 438 11:00 0 0 0 0 0

12:00 110 119 113 114 456 12:00 0 0 0 0 0

13:00 109 126 120 116 471 13:00 0 0 0 0 0

14:00 134 119 181 136 570 14:00 0 0 0 0 0

15:00 145 148 157 165 615 15:00 0 0 0 0 0

16:00 175 156 171 146 648 16:00 0 0 0 0 0

17:00 174 157 169 158 658 17:00 0 0 0 0 0

18:00 135 128 120 110 493 18:00 0 0 0 0 0

19:00 123 106 83 55 367 19:00 0 0 0 0 0

20:00 63 71 43 60 237 20:00 0 0 0 0 0

21:00 83 84 104 84 355 21:00 0 0 0 0 0

22:00 84 93 67 64 308 22:00 0 0 0 0 0

23:00 58 52 44 45 199 23:00 0 0 0 0 0

TOTAL 9533 TOTAL 0

AM PEAK HOUR 0630-0730 AM PEAK HOUR 0000-0100

VOLUME 736 VOLUME 0

PM PEAK HOUR 1545-1645 PM PEAK HOUR 1200-1300

VOLUME 667 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 9533

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY DECEMBER 3, 2008

LOCATION: I-710 AT DEL AMO BOULEVARD

DEL AMO BOULEVARD ON RAMPS TO I-710 SOUTHBOUND

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 162 0 65 47 5 8 11 0 0 22 0 0 0 4

1:00 82 0 35 15 1 8 11 0 0 12 0 0 0 0

2:00 66 0 33 22 0 4 3 0 0 4 0 0 0 0

3:00 81 0 37 32 1 8 2 0 0 1 0 0 0 0

4:00 156 0 67 53 3 23 1 0 1 6 1 1 0 0

5:00 380 3 181 111 7 63 4 0 0 8 1 0 0 2

6:00 613 4 284 175 34 66 19 0 5 17 5 0 0 4

7:00 717 3 332 208 17 70 19 0 5 47 7 0 0 9

8:00 573 2 249 176 15 46 26 0 8 43 2 0 1 5

9:00 466 3 190 108 16 61 23 0 0 53 3 0 0 9

10:00 422 0 167 108 15 43 31 0 4 46 1 0 0 7

11:00 438 1 165 131 17 50 22 0 2 42 2 0 0 6

12:00 456 2 189 131 14 49 20 0 3 35 3 0 1 9

13:00 471 0 211 128 15 50 15 0 3 38 3 0 1 7

14:00 570 0 269 170 9 50 13 0 5 39 1 1 1 12

15:00 615 1 293 198 6 51 10 0 4 38 4 0 0 10

16:00 648 1 315 211 9 57 18 0 5 24 0 0 0 8

17:00 658 1 378 195 4 43 6 0 1 20 5 0 0 5

18:00 493 0 294 122 5 36 9 0 3 17 0 0 0 7

19:00 367 1 197 110 4 22 10 0 0 18 3 0 0 2

20:00 237 0 131 67 3 11 8 0 0 16 1 0 0 0

21:00 355 3 181 118 1 25 5 0 4 16 1 0 0 1

22:00 308 1 161 89 2 16 11 0 2 24 1 0 0 1

23:00 199 2 102 59 1 11 9 0 1 13 0 1 0 0

Page 139: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 SOUTHBOUND AT IMPERIAL HIGHWAY

EASTBOUND IMPERIAL HIGHWAY ON RAMP TO SOUTHBOUND I-710

DATE: THURSDAY NOVEMBER 6, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 25 24 16 17 82 0:00 0 0 0 0 0

1:00 19 18 12 11 60 1:00 0 0 0 0 0

2:00 9 12 20 11 52 2:00 0 0 0 0 0

3:00 16 18 41 37 112 3:00 0 0 0 0 0

4:00 38 54 124 80 296 4:00 0 0 0 0 0

5:00 125 159 218 177 679 5:00 0 0 0 0 0

6:00 190 221 256 224 891 6:00 0 0 0 0 0

7:00 236 261 252 195 944 7:00 0 0 0 0 0

8:00 193 165 194 183 735 8:00 0 0 0 0 0

9:00 134 140 154 131 559 9:00 0 0 0 0 0

10:00 123 144 147 136 550 10:00 0 0 0 0 0

11:00 120 133 132 119 504 11:00 0 0 0 0 0

12:00 160 145 150 141 596 12:00 0 0 0 0 0

13:00 169 144 187 166 666 13:00 0 0 0 0 0

14:00 171 164 168 186 689 14:00 0 0 0 0 0

15:00 174 169 169 148 660 15:00 0 0 0 0 0

16:00 161 158 158 176 653 16:00 0 0 0 0 0

17:00 181 173 162 127 643 17:00 0 0 0 0 0

18:00 177 169 158 148 652 18:00 0 0 0 0 0

19:00 131 159 117 159 566 19:00 0 0 0 0 0

20:00 137 121 128 107 493 20:00 0 0 0 0 0

21:00 128 115 98 76 417 21:00 0 0 0 0 0

22:00 94 83 76 55 308 22:00 0 0 0 0 0

23:00 52 43 34 33 162 23:00 0 0 0 0 0

TOTAL 11969 TOTAL 0

AM PEAK HOUR 0630-0730 AM PEAK HOUR 0000-0100

VOLUME 977 VOLUME 0

PM PEAK HOUR 1445-1545 PM PEAK HOUR 1200-1300

VOLUME 698 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 11969

Page 140: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 6, 2008

LOCATION: I-710 AT IMPERIAL HIGHWAY

DIRECTION: EASTBOUND IMPERIAL HIGHWAY ON RAMP TO SOUTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 82 0 66 11 1 1 2 0 0 0 1 0 0 0

1:00 60 0 46 10 0 2 0 2 0 0 0 0 0 0

2:00 52 0 42 9 0 1 0 0 0 0 0 0 0 0

3:00 112 0 83 26 0 3 0 0 0 0 0 0 0 0

4:00 296 2 214 74 0 4 0 0 1 1 0 0 0 0

5:00 679 0 471 171 1 20 1 0 2 6 4 1 1 1

6:00 891 3 657 183 6 15 0 0 7 4 12 3 0 1

7:00 944 3 688 182 5 35 0 0 2 6 18 1 2 2

8:00 735 2 563 119 5 28 1 0 2 9 5 1 0 0

9:00 559 0 389 120 5 27 3 0 3 8 4 0 0 0

10:00 550 2 402 105 10 16 2 0 4 5 1 2 0 1

11:00 504 1 340 121 5 20 3 0 3 3 6 0 0 2

12:00 596 1 429 121 4 25 2 0 6 5 2 0 1 0

13:00 666 4 441 173 4 24 2 0 3 6 6 1 1 1

14:00 689 1 500 135 7 28 1 0 8 4 4 0 0 1

15:00 660 2 509 125 3 7 0 0 2 2 10 0 0 0

16:00 653 3 488 130 1 16 2 0 3 6 4 0 0 0

17:00 643 3 495 119 0 17 0 0 3 3 2 1 0 0

18:00 652 3 504 125 1 9 0 0 1 1 5 1 0 2

19:00 566 1 434 114 0 9 0 0 5 1 2 0 0 0

20:00 493 2 375 100 0 8 2 0 1 2 3 0 0 0

21:00 417 3 331 70 1 7 0 0 1 1 3 0 0 0

22:00 308 0 231 71 0 4 0 0 0 1 1 0 0 0

23:00 162 0 139 19 0 1 1 0 1 1 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT IMPERIAL HIGHWAY

SOUTHBOUND I-710 OFF RAMP TO WESTBOUND IMPERIAL HIGHWAY

DATE: THURSDAY NOVEMBER 6, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 7 18 17 12 54 0:00 0 0 0 0 0

1:00 15 11 9 5 40 1:00 0 0 0 0 0

2:00 6 9 8 5 28 2:00 0 0 0 0 0

3:00 6 5 8 10 29 3:00 0 0 0 0 0

4:00 6 11 18 24 59 4:00 0 0 0 0 0

5:00 10 31 46 46 133 5:00 0 0 0 0 0

6:00 57 56 80 100 293 6:00 0 0 0 0 0

7:00 89 95 95 88 367 7:00 0 0 0 0 0

8:00 77 72 66 77 292 8:00 0 0 0 0 0

9:00 68 69 54 51 242 9:00 0 0 0 0 0

10:00 51 55 64 57 227 10:00 0 0 0 0 0

11:00 60 73 69 68 270 11:00 0 0 0 0 0

12:00 60 70 56 77 263 12:00 0 0 0 0 0

13:00 68 77 79 73 297 13:00 0 0 0 0 0

14:00 73 105 98 103 379 14:00 0 0 0 0 0

15:00 125 111 93 81 410 15:00 0 0 0 0 0

16:00 96 91 89 93 369 16:00 0 0 0 0 0

17:00 91 112 101 102 406 17:00 0 0 0 0 0

18:00 90 86 112 138 426 18:00 0 0 0 0 0

19:00 81 85 75 74 315 19:00 0 0 0 0 0

20:00 63 69 66 56 254 20:00 0 0 0 0 0

21:00 57 42 58 43 200 21:00 0 0 0 0 0

22:00 51 55 41 32 179 22:00 0 0 0 0 0

23:00 34 28 22 12 96 23:00 0 0 0 0 0

TOTAL 5628 TOTAL 0

AM PEAK HOUR 0645-0745 AM PEAK HOUR 0000-0100

VOLUME 379 VOLUME 0

PM PEAK HOUR 1430-1530 PM PEAK HOUR 1200-1300

VOLUME 437 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 5628

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 6, 2008

LOCATION: I-710 AT IMPERIAL HIGHWAY

DIRECTION: SOUTHBOUND I-710 OFF RAMP TO WESTBOUND IMPERIAL HIGHWAY

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 54 0 44 7 0 2 0 0 0 1 0 0 0 0

1:00 40 0 31 6 0 0 1 0 0 2 0 0 0 0

2:00 28 0 20 6 1 0 0 0 0 1 0 0 0 0

3:00 29 0 23 6 0 0 0 0 0 0 0 0 0 0

4:00 59 0 36 14 2 6 0 0 0 1 0 0 0 0

5:00 133 0 83 33 3 11 0 0 1 1 0 0 0 1

6:00 293 0 204 61 3 18 0 0 3 3 0 0 0 1

7:00 367 0 274 70 4 7 1 0 3 8 0 0 0 0

8:00 292 1 203 66 2 13 0 0 1 5 0 1 0 0

9:00 242 2 153 71 1 11 0 0 1 2 0 0 0 1

10:00 227 0 144 67 0 10 0 0 2 4 0 0 0 0

11:00 270 0 183 63 2 12 4 0 0 6 0 0 0 0

12:00 263 1 177 69 0 13 1 0 2 0 0 0 0 0

13:00 297 0 205 68 4 16 1 0 1 2 0 0 0 0

14:00 379 1 268 84 2 18 4 0 0 2 0 0 0 0

15:00 410 0 305 74 4 17 3 0 3 4 0 0 0 0

16:00 369 0 272 74 2 18 0 0 0 3 0 0 0 0

17:00 406 1 302 82 1 15 0 0 2 1 1 1 0 0

18:00 426 0 321 90 2 12 1 0 0 0 0 0 0 0

19:00 315 0 252 55 0 8 0 0 0 0 0 0 0 0

20:00 254 0 197 54 0 2 0 0 1 0 0 0 0 0

21:00 200 0 156 34 0 8 0 0 1 1 0 0 0 0

22:00 179 0 156 16 2 3 0 0 0 2 0 0 0 0

23:00 96 0 69 22 3 2 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT IMPERIAL HIGHWAY

EASTBOUND IMPERIAL HIGHWAY ON RAMP TO NORTHBOUND I-710

DATE: THURSDAY NOVEMBER 13, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 19 16 20 6 61 0:00 0 0 0 0 0

1:00 9 11 15 8 43 1:00 0 0 0 0 0

2:00 8 12 15 7 42 2:00 0 0 0 0 0

3:00 8 24 26 22 80 3:00 0 0 0 0 0

4:00 21 36 44 45 146 4:00 0 0 0 0 0

5:00 65 95 103 127 390 5:00 0 0 0 0 0

6:00 100 104 122 96 422 6:00 0 0 0 0 0

7:00 120 114 105 94 433 7:00 0 0 0 0 0

8:00 94 85 81 65 325 8:00 0 0 0 0 0

9:00 74 63 61 65 263 9:00 0 0 0 0 0

10:00 59 48 68 65 240 10:00 0 0 0 0 0

11:00 79 72 69 74 294 11:00 0 0 0 0 0

12:00 91 78 84 70 323 12:00 0 0 0 0 0

13:00 80 81 84 77 322 13:00 0 0 0 0 0

14:00 89 91 98 92 370 14:00 0 0 0 0 0

15:00 91 101 118 94 404 15:00 0 0 0 0 0

16:00 102 98 100 93 393 16:00 0 0 0 0 0

17:00 75 79 79 88 321 17:00 0 0 0 0 0

18:00 86 112 87 74 359 18:00 0 0 0 0 0

19:00 72 84 75 59 290 19:00 0 0 0 0 0

20:00 66 62 70 62 260 20:00 0 0 0 0 0

21:00 53 60 47 60 220 21:00 0 0 0 0 0

22:00 54 24 33 37 148 22:00 0 0 0 0 0

23:00 19 34 29 26 108 23:00 0 0 0 0 0

TOTAL 6257 TOTAL 0

AM PEAK HOUR 0545-0645 AM PEAK HOUR 0000-0100

VOLUME 453 VOLUME 0

PM PEAK HOUR 1515-1615 PM PEAK HOUR 1200-1300

VOLUME 415 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 6257

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 13, 2008

LOCATION: I-710 AT IMPERIAL HIGHWAY

DIRECTION: EASTBOUND IMERIAL HIGHWAY ON RAMP TO NORTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 61 0 51 8 0 1 0 0 0 1 0 0 0 0

1:00 43 1 34 7 0 1 0 0 0 0 0 0 0 0

2:00 42 0 33 7 0 2 0 0 0 0 0 0 0 0

3:00 80 0 62 15 0 0 0 0 1 1 1 0 0 0

4:00 146 1 111 25 0 2 2 0 0 0 1 2 2 0

5:00 390 3 273 79 1 17 2 0 4 3 7 0 1 0

6:00 422 1 307 89 2 8 1 0 3 2 2 0 3 4

7:00 433 1 337 63 3 16 5 0 1 2 2 0 1 2

8:00 325 1 263 44 3 7 1 0 1 2 2 0 0 1

9:00 263 1 203 35 1 13 2 0 5 2 0 0 0 1

10:00 240 0 163 49 7 13 2 0 1 1 4 0 0 0

11:00 294 1 215 56 3 9 2 0 1 5 0 0 1 1

12:00 323 2 243 59 4 10 0 0 1 2 2 0 0 0

13:00 322 1 234 63 1 9 4 0 3 1 3 1 1 1

14:00 370 0 284 65 2 11 1 0 2 4 1 0 0 0

15:00 404 1 310 68 3 14 1 0 0 3 3 0 1 0

16:00 393 1 311 58 2 11 2 0 2 3 3 0 0 0

17:00 321 2 252 48 4 3 1 0 1 2 3 3 0 2

18:00 359 1 284 53 5 8 0 0 2 2 2 2 0 0

19:00 290 1 232 46 2 2 1 0 2 1 2 0 0 1

20:00 260 0 212 41 0 3 0 0 3 1 0 0 0 0

21:00 220 1 179 29 2 7 1 0 0 0 1 0 0 0

22:00 148 0 121 22 2 0 0 0 0 0 2 0 0 1

23:00 108 0 86 19 0 2 0 0 0 0 0 0 0 1

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT IMPERIAL HIGHWAY

WESTBOUND IMPERIAL HIGHWAY ON RAMP TO I-710 SOUTHBOUND

DATE: THURSDAY NOVEMBER 13, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 28 22 31 21 102 0:00 0 0 0 0 0

1:00 19 17 16 15 67 1:00 0 0 0 0 0

2:00 19 16 22 17 74 2:00 0 0 0 0 0

3:00 17 17 15 19 68 3:00 0 0 0 0 0

4:00 19 19 31 37 106 4:00 0 0 0 0 0

5:00 32 39 74 69 214 5:00 0 0 0 0 0

6:00 63 83 106 114 366 6:00 0 0 0 0 0

7:00 120 152 124 119 515 7:00 0 0 0 0 0

8:00 116 114 88 79 397 8:00 0 0 0 0 0

9:00 91 74 70 96 331 9:00 0 0 0 0 0

10:00 89 93 94 84 360 10:00 0 0 0 0 0

11:00 78 110 83 102 373 11:00 0 0 0 0 0

12:00 91 105 96 122 414 12:00 0 0 0 0 0

13:00 91 92 98 102 383 13:00 0 0 0 0 0

14:00 106 122 137 118 483 14:00 0 0 0 0 0

15:00 118 124 154 126 522 15:00 0 0 0 0 0

16:00 131 113 135 135 514 16:00 0 0 0 0 0

17:00 129 150 109 102 490 17:00 0 0 0 0 0

18:00 102 99 89 69 359 18:00 0 0 0 0 0

19:00 87 67 74 60 288 19:00 0 0 0 0 0

20:00 58 60 52 51 221 20:00 0 0 0 0 0

21:00 62 64 57 74 257 21:00 0 0 0 0 0

22:00 55 52 60 41 208 22:00 0 0 0 0 0

23:00 34 33 20 29 116 23:00 0 0 0 0 0

TOTAL 7228 TOTAL 0

AM PEAK HOUR 0700-0800 AM PEAK HOUR 0000-0100

VOLUME 515 VOLUME 0

PM PEAK HOUR 1630-1730 PM PEAK HOUR 1200-1300

VOLUME 549 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 7228

Page 146: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 13, 2008

LOCATION: I-710 AT IMPERIAL HIGHWAY

DIRECTION: WESTBOUND IMPERIAL HIGHWAY ON RAMP TO I-710 SOUTHBOUND

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 102 1 61 10 0 7 10 6 1 4 1 0 0 1

1:00 67 1 36 7 0 4 5 7 1 3 3 0 0 0

2:00 74 1 34 11 2 8 5 6 2 3 2 0 0 0

3:00 68 0 35 18 0 0 1 5 2 7 0 0 0 0

4:00 106 2 74 16 0 6 0 0 0 6 0 0 0 2

5:00 214 0 154 38 2 9 1 0 1 5 2 0 2 0

6:00 366 5 273 49 1 15 7 0 5 10 0 0 0 1

7:00 515 5 402 69 1 23 4 3 2 5 0 0 0 1

8:00 397 6 283 67 4 15 6 1 1 13 0 0 0 1

9:00 331 4 213 48 6 21 4 6 5 19 1 0 0 4

10:00 360 0 234 57 5 23 7 3 5 22 1 1 0 2

11:00 373 3 224 78 12 31 7 2 3 6 1 3 0 3

12:00 414 5 292 72 4 20 7 2 3 4 3 0 0 2

13:00 383 5 271 62 8 22 2 4 4 4 1 0 0 0

14:00 483 3 373 56 4 23 6 3 4 10 0 0 0 1

15:00 522 5 399 85 2 24 1 0 3 3 0 0 0 0

16:00 514 4 425 60 0 12 2 0 4 6 0 0 0 1

17:00 490 7 382 86 0 10 3 0 0 2 0 0 0 0

18:00 359 4 296 47 0 6 1 0 0 4 0 1 0 0

19:00 288 0 230 40 1 6 2 0 1 7 0 0 0 1

20:00 221 0 178 28 0 4 3 0 1 7 0 0 0 0

21:00 257 1 200 33 1 5 3 0 0 13 0 0 0 1

22:00 208 1 163 26 2 2 4 1 1 5 1 0 0 2

23:00 116 0 76 15 0 2 4 8 0 11 0 0 0 0

Page 147: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT IMPERIAL HIGHWAY

WESTBOUND IMPERIAL HIGHWAY ON RAMP TO NORTHBOUND I-710

DATE: THURSDAY NOVEMBER 13, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 18 7 5 2 32 0:00 0 0 0 0 0

1:00 9 3 9 4 25 1:00 0 0 0 0 0

2:00 10 3 5 11 29 2:00 0 0 0 0 0

3:00 11 7 12 12 42 3:00 0 0 0 0 0

4:00 11 17 26 27 81 4:00 0 0 0 0 0

5:00 31 41 61 55 188 5:00 0 0 0 0 0

6:00 85 80 112 103 380 6:00 0 0 0 0 0

7:00 118 146 108 115 487 7:00 0 0 0 0 0

8:00 107 95 86 63 351 8:00 0 0 0 0 0

9:00 62 43 68 70 243 9:00 0 0 0 0 0

10:00 70 63 61 65 259 10:00 0 0 0 0 0

11:00 68 49 63 62 242 11:00 0 0 0 0 0

12:00 87 68 72 82 309 12:00 0 0 0 0 0

13:00 65 78 75 58 276 13:00 0 0 0 0 0

14:00 79 75 90 91 335 14:00 0 0 0 0 0

15:00 69 86 110 70 335 15:00 0 0 0 0 0

16:00 98 81 101 88 368 16:00 0 0 0 0 0

17:00 104 73 80 61 318 17:00 0 0 0 0 0

18:00 54 52 48 45 199 18:00 0 0 0 0 0

19:00 40 39 51 32 162 19:00 0 0 0 0 0

20:00 40 33 36 35 144 20:00 0 0 0 0 0

21:00 18 33 34 25 110 21:00 0 0 0 0 0

22:00 22 24 19 18 83 22:00 0 0 0 0 0

23:00 12 12 14 13 51 23:00 0 0 0 0 0

TOTAL 5049 TOTAL 0

AM PEAK HOUR 0700-0800 AM PEAK HOUR 0000-0100

VOLUME 487 VOLUME 0

PM PEAK HOUR 1615-1715 PM PEAK HOUR 1200-1300

VOLUME 374 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 5049

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 13, 2008

LOCATION: INTERSTATE 710 @ IMPERIAL HIGHWAY

DIRECTION: WESTBOUND IMPERIAL HIGHWAY ON RAMP TO I-710 SOUTHBOON RAMP TO I-710 NORTHBOUND

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 32 0 22 6 0 1 1 0 0 2 0 0 0 0

1:00 25 0 16 6 0 0 1 0 0 2 0 0 0 0

2:00 29 0 17 11 0 1 0 0 0 0 0 0 0 0

3:00 42 0 25 8 1 5 2 0 0 1 0 0 0 0

4:00 81 0 48 10 2 13 1 0 1 5 0 1 0 0

5:00 188 0 113 38 3 21 3 0 0 9 1 0 0 0

6:00 380 0 244 91 5 28 2 0 4 6 0 0 0 0

7:00 487 2 341 101 7 19 1 0 7 5 2 1 0 1

8:00 351 0 221 78 17 27 0 0 1 5 2 0 0 0

9:00 243 2 159 49 5 13 3 0 1 10 0 0 0 1

10:00 259 1 149 70 8 13 1 0 2 14 1 0 0 0

11:00 242 0 149 67 6 11 1 0 0 8 0 0 0 0

12:00 309 0 187 82 5 17 2 0 2 14 0 0 0 0

13:00 276 0 172 61 6 22 3 0 2 10 0 0 0 0

14:00 335 4 213 75 6 20 2 0 2 12 1 0 0 0

15:00 335 0 230 71 2 21 0 0 3 7 0 0 1 0

16:00 368 2 267 75 3 12 2 0 2 5 0 0 0 0

17:00 318 0 239 58 3 9 0 0 1 8 0 0 0 0

18:00 199 0 151 38 0 5 1 0 1 2 0 0 0 1

19:00 162 1 119 34 0 2 3 0 2 1 0 0 0 0

20:00 144 1 101 25 0 8 0 0 0 9 0 0 0 0

21:00 110 0 80 17 0 6 0 0 2 5 0 0 0 0

22:00 83 0 62 15 2 3 0 0 0 1 0 0 0 0

23:00 51 0 37 9 0 2 1 0 0 2 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT IMPERIAL HIGHWAY

I-710 SOUTHBOUND OFF RAMP TO EASTBOUND IMPERIAL HIGHWAY

DATE: THURSDAY NOVEMBER 13, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 10 11 11 7 39 0:00 0 0 0 0 0

1:00 7 5 6 8 26 1:00 0 0 0 0 0

2:00 2 7 8 8 25 2:00 0 0 0 0 0

3:00 10 10 9 26 55 3:00 0 0 0 0 0

4:00 18 7 15 13 53 4:00 0 0 0 0 0

5:00 20 22 35 46 123 5:00 0 0 0 0 0

6:00 37 55 59 69 220 6:00 0 0 0 0 0

7:00 64 66 69 87 286 7:00 0 0 0 0 0

8:00 81 60 54 51 246 8:00 0 0 0 0 0

9:00 52 54 45 49 200 9:00 0 0 0 0 0

10:00 51 49 54 33 187 10:00 0 0 0 0 0

11:00 52 48 42 42 184 11:00 0 0 0 0 0

12:00 52 53 43 47 195 12:00 0 0 0 0 0

13:00 47 51 66 58 222 13:00 0 0 0 0 0

14:00 63 62 53 70 248 14:00 0 0 0 0 0

15:00 70 68 54 51 243 15:00 0 0 0 0 0

16:00 81 59 74 69 283 16:00 0 0 0 0 0

17:00 85 53 59 77 274 17:00 0 0 0 0 0

18:00 49 53 66 53 221 18:00 0 0 0 0 0

19:00 47 39 32 37 155 19:00 0 0 0 0 0

20:00 36 33 38 27 134 20:00 0 0 0 0 0

21:00 29 24 29 24 106 21:00 0 0 0 0 0

22:00 26 16 18 28 88 22:00 0 0 0 0 0

23:00 8 23 17 12 60 23:00 0 0 0 0 0

TOTAL 3873 TOTAL 0

AM PEAK HOUR 0715-0815 AM PEAK HOUR 0000-0100

VOLUME 303 VOLUME 0

PM PEAK HOUR 1615-1715 PM PEAK HOUR 1200-1300

VOLUME 287 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 3873

Page 150: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 13, 2008

LOCATION: I- 710 AT IMPERIAL HIGHWAY

DIRECTION: I-710 SOUTHBOUND OFF RAMP TO EASTBOUND IMPERIAL HIGON RAMP TO I-710 NORTHBOUND

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 39 0 32 5 0 1 1 0 0 0 0 0 0 0

1:00 26 0 20 3 1 0 1 0 0 1 0 0 0 0

2:00 25 0 19 4 0 1 1 0 0 0 0 0 0 0

3:00 55 0 44 5 0 2 0 0 1 2 0 1 0 0

4:00 53 0 42 7 0 2 0 0 0 2 0 0 0 0

5:00 123 1 102 16 0 1 0 0 1 1 0 0 0 1

6:00 220 2 180 24 2 4 0 0 4 3 0 0 1 0

7:00 286 3 245 20 4 5 2 0 2 2 1 0 1 1

8:00 246 0 202 23 1 11 1 0 1 0 2 1 3 1

9:00 200 3 152 25 5 6 2 0 0 2 2 0 2 1

10:00 187 2 138 33 2 6 1 0 2 2 0 0 1 0

11:00 184 1 138 25 1 10 5 0 0 3 0 0 1 0

12:00 195 2 141 25 6 8 3 0 3 5 0 1 1 0

13:00 222 1 145 34 5 23 7 0 2 2 0 1 0 2

14:00 248 1 193 31 1 8 6 0 3 3 2 0 0 0

15:00 243 0 169 50 1 11 4 0 4 2 2 0 0 0

16:00 283 1 216 52 1 6 1 0 1 1 4 0 0 0

17:00 274 0 212 46 3 2 3 0 0 3 4 0 1 0

18:00 221 2 176 33 0 7 0 0 1 0 0 0 2 0

19:00 155 1 137 15 0 0 0 0 1 0 0 0 0 1

20:00 134 4 111 14 0 4 1 0 0 0 0 0 0 0

21:00 106 0 86 18 0 1 1 0 0 0 0 0 0 0

22:00 88 1 76 6 0 2 0 0 1 2 0 0 0 0

23:00 60 0 55 2 0 1 0 0 0 2 0 0 0 0

Page 151: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT IMPERIAL HIGHWAY

NORTHBOUND I-710 OFF RAMP TO EASTBOUND IMPERIAL HIGHWAY

DATE: THURSDAY NOVEMBER 20, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 3 4 4 6 17 0:00 0 0 0 0 0

1:00 2 1 7 2 12 1:00 0 0 0 0 0

2:00 5 6 3 11 25 2:00 0 0 0 0 0

3:00 8 0 4 3 15 3:00 0 0 0 0 0

4:00 2 1 4 5 12 4:00 0 0 0 0 0

5:00 6 11 21 12 50 5:00 0 0 0 0 0

6:00 13 33 35 49 130 6:00 0 0 0 0 0

7:00 58 50 47 73 228 7:00 0 0 0 0 0

8:00 60 53 47 44 204 8:00 0 0 0 0 0

9:00 53 50 46 46 195 9:00 0 0 0 0 0

10:00 44 60 59 44 207 10:00 0 0 0 0 0

11:00 40 57 55 59 211 11:00 0 0 0 0 0

12:00 54 60 68 44 226 12:00 0 0 0 0 0

13:00 58 51 62 34 205 13:00 0 0 0 0 0

14:00 57 57 54 57 225 14:00 0 0 0 0 0

15:00 48 61 66 69 244 15:00 0 0 0 0 0

16:00 76 79 101 96 352 16:00 0 0 0 0 0

17:00 104 86 87 57 334 17:00 0 0 0 0 0

18:00 56 49 44 34 183 18:00 0 0 0 0 0

19:00 51 47 34 31 163 19:00 0 0 0 0 0

20:00 26 21 23 26 96 20:00 0 0 0 0 0

21:00 19 21 27 20 87 21:00 0 0 0 0 0

22:00 24 19 17 17 77 22:00 0 0 0 0 0

23:00 14 5 6 8 33 23:00 0 0 0 0 0

TOTAL 3531 TOTAL 0

AM PEAK HOUR 0730-0830 AM PEAK HOUR 0000-0100

VOLUME 233 VOLUME 0

PM PEAK HOUR 1630-1730 PM PEAK HOUR 1200-1300

VOLUME 387 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 3531

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 20, 2008

LOCATION: I-710 AT IMPERIAL HIGHWAY

NORTHBOUND I-710 OFF RAMP TO EASTBOUND IMPERIAL HIGHWAY

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 17 0 9 3 1 1 0 0 0 3 0 0 0 0

1:00 12 0 6 1 1 0 0 0 0 4 0 0 0 0

2:00 25 2 12 6 2 2 0 0 0 1 0 0 0 0

3:00 15 0 13 1 0 1 0 0 0 0 0 0 0 0

4:00 12 2 6 3 0 1 0 0 0 0 0 0 0 0

5:00 50 1 37 6 2 2 2 0 0 0 0 0 0 0

6:00 130 1 85 23 4 7 5 0 2 3 0 0 0 0

7:00 228 1 139 59 5 11 4 0 0 4 0 5 0 0

8:00 204 0 126 38 4 12 3 0 1 8 0 12 0 0

9:00 195 1 129 36 2 7 4 0 0 9 0 7 0 0

10:00 207 0 127 41 5 6 3 0 0 14 0 10 0 1

11:00 211 0 116 56 4 12 6 0 1 6 0 10 0 0

12:00 226 1 150 42 3 11 6 0 1 6 0 6 0 0

13:00 205 2 132 38 3 9 3 0 0 7 0 11 0 0

14:00 225 3 138 49 4 10 4 0 3 4 0 10 0 0

15:00 244 1 169 43 6 8 10 0 1 5 0 0 0 1

16:00 352 1 224 87 3 12 1 0 2 22 0 0 0 0

17:00 334 6 230 75 5 13 2 0 0 3 0 0 0 0

18:00 183 0 144 28 4 2 0 0 1 4 0 0 0 0

19:00 163 1 109 34 5 2 4 0 0 8 0 0 0 0

20:00 96 1 76 9 2 4 2 0 0 2 0 0 0 0

21:00 87 2 60 15 1 1 2 0 0 6 0 0 0 0

22:00 77 0 49 15 3 4 1 0 0 5 0 0 0 0

23:00 33 0 23 4 2 1 1 0 0 2 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT IMPERIAL HIGHWAY

NORTHBOUND I-710 OFF RAMP TO WESTBOUND IMPERIAL HIGHWAY

DATE: THURSDAY DECEMBER 4, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 54 73 1 1 129 0:00 0 0 0 0 0

1:00 0 0 0 0 0 1:00 0 0 0 0 0

2:00 0 0 1 1 2 2:00 0 0 0 0 0

3:00 0 0 1 1 2 3:00 0 0 0 0 0

4:00 1 3 3 21 28 4:00 0 0 0 0 0

5:00 31 47 64 64 206 5:00 0 0 0 0 0

6:00 80 88 158 178 504 6:00 0 0 0 0 0

7:00 162 185 179 118 644 7:00 0 0 0 0 0

8:00 173 102 150 118 543 8:00 0 0 0 0 0

9:00 120 115 122 123 480 9:00 0 0 0 0 0

10:00 113 132 128 137 510 10:00 0 0 0 0 0

11:00 146 136 158 172 612 11:00 0 0 0 0 0

12:00 160 147 174 161 642 12:00 0 0 0 0 0

13:00 169 153 171 189 682 13:00 0 0 0 0 0

14:00 219 186 185 175 765 14:00 0 0 0 0 0

15:00 211 194 243 219 867 15:00 0 0 0 0 0

16:00 194 232 234 210 870 16:00 0 0 0 0 0

17:00 199 170 211 177 757 17:00 0 0 0 0 0

18:00 225 225 270 234 954 18:00 0 0 0 0 0

19:00 162 201 184 151 698 19:00 0 0 0 0 0

20:00 139 166 197 172 674 20:00 0 0 0 0 0

21:00 180 192 167 184 723 21:00 0 0 0 0 0

22:00 157 171 133 129 590 22:00 0 0 0 0 0

23:00 109 78 71 67 325 23:00 0 0 0 0 0

TOTAL 12207 TOTAL 0

AM PEAK HOUR 0645-0745 AM PEAK HOUR 0000-0100

VOLUME 704 VOLUME 0

PM PEAK HOUR 1800-1900 PM PEAK HOUR 1200-1300

VOLUME 954 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 12207

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY DECEMBER 4, 2008

LOCATION: I-710 AT IMPERIAL HIGHWAY

NORTHBOUND I-710 OFF RAMP TO WESTBOUND IMPERIAL HIGHWAY

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 129 3 94 22 0 4 0 0 0 4 1 1 0 0

1:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2:00 2 0 1 1 0 0 0 0 0 0 0 0 0 0

3:00 2 0 0 1 0 0 0 0 1 0 0 0 0 0

4:00 28 1 11 12 1 1 0 0 0 1 1 0 0 0

5:00 206 2 142 41 5 4 4 0 2 2 1 1 1 1

6:00 504 3 388 85 2 10 0 0 5 2 7 0 1 1

7:00 644 2 505 86 2 18 0 0 11 2 12 1 5 0

8:00 543 2 423 78 6 17 1 0 5 4 4 1 2 0

9:00 480 2 364 70 5 21 5 0 3 3 5 2 0 0

10:00 510 2 373 86 14 19 2 0 4 1 7 1 1 0

11:00 612 4 429 128 7 20 3 0 2 3 14 0 2 0

12:00 642 1 449 115 7 30 5 0 5 7 21 2 0 0

13:00 682 5 491 119 7 20 4 0 4 5 22 1 0 4

14:00 765 6 573 111 6 25 4 0 4 2 28 0 5 1

15:00 867 3 654 127 5 23 3 0 11 3 29 0 6 3

16:00 870 3 641 148 4 23 3 0 11 4 27 0 5 1

17:00 757 4 581 110 0 10 1 0 10 1 32 0 5 3

18:00 954 1 755 123 6 17 2 0 7 4 34 0 4 1

19:00 698 0 565 97 0 11 3 0 2 3 14 0 1 2

20:00 674 4 540 95 1 7 2 0 5 3 12 0 4 1

21:00 723 2 596 82 3 12 1 0 3 2 20 1 1 0

22:00 590 3 483 77 1 8 0 0 5 1 9 1 1 1

23:00 325 1 267 40 0 9 0 0 0 6 0 1 0 1

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT FLORENCE AVENUE

WESTBOUND FLORENCE AVENUE ON RAMP TO SOUTHBOUND I-710

DATE: THURSDAY NOVEMBER 13, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 35 32 36 26 129 0:00 0 0 0 0 0

1:00 21 22 18 18 79 1:00 0 0 0 0 0

2:00 13 13 15 13 54 2:00 0 0 0 0 0

3:00 27 24 26 27 104 3:00 0 0 0 0 0

4:00 26 41 49 42 158 4:00 0 0 0 0 0

5:00 69 88 109 88 354 5:00 0 0 0 0 0

6:00 99 116 133 119 467 6:00 0 0 0 0 0

7:00 144 157 143 133 577 7:00 0 0 0 0 0

8:00 117 108 96 111 432 8:00 0 0 0 0 0

9:00 75 91 117 103 386 9:00 0 0 0 0 0

10:00 92 103 88 107 390 10:00 0 0 0 0 0

11:00 121 113 124 116 474 11:00 0 0 0 0 0

12:00 116 116 141 114 487 12:00 0 0 0 0 0

13:00 139 116 137 119 511 13:00 0 0 0 0 0

14:00 154 139 157 168 618 14:00 0 0 0 0 0

15:00 158 161 159 164 642 15:00 0 0 0 0 0

16:00 154 152 181 142 629 16:00 0 0 0 0 0

17:00 164 163 149 156 632 17:00 0 0 0 0 0

18:00 115 111 119 102 447 18:00 0 0 0 0 0

19:00 115 113 88 91 407 19:00 0 0 0 0 0

20:00 131 89 82 81 383 20:00 0 0 0 0 0

21:00 88 81 74 71 314 21:00 0 0 0 0 0

22:00 68 91 67 51 277 22:00 0 0 0 0 0

23:00 49 43 42 31 165 23:00 0 0 0 0 0

TOTAL 9116 TOTAL 0

AM PEAK HOUR 0700-0800 AM PEAK HOUR 0000-0100

VOLUME 577 VOLUME 0

PM PEAK HOUR 1545-1645 PM PEAK HOUR 1200-1300

VOLUME 651 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 9116

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 13, 2008

LOCATION: WESTBOUND FLORENCE AVENUE ON RAMP

TO SOUTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 129 1 88 29 0 9 0 0 1 1 0 0 0 0

1:00 79 2 55 17 0 2 1 0 0 2 0 0 0 0

2:00 54 0 46 6 0 2 0 0 0 0 0 0 0 0

3:00 104 0 78 23 0 2 1 0 0 0 0 0 0 0

4:00 158 1 114 28 1 14 0 0 0 0 0 0 0 0

5:00 354 3 199 94 4 40 1 0 3 3 7 0 0 0

6:00 467 1 299 103 6 35 2 0 4 4 10 1 0 2

7:00 577 5 365 120 6 36 10 0 3 18 11 0 0 3

8:00 432 1 268 94 7 32 7 1 4 13 5 0 0 0

9:00 386 3 224 81 12 34 5 0 2 13 5 0 2 5

10:00 390 1 220 93 15 33 6 1 3 12 3 0 0 3

11:00 474 1 260 126 8 41 6 0 4 14 4 1 2 7

12:00 487 1 309 114 9 24 5 1 3 15 3 1 0 2

13:00 511 2 320 119 3 32 6 0 4 13 8 0 0 4

14:00 618 1 401 134 11 38 8 0 2 12 8 0 1 2

15:00 642 6 415 141 9 34 4 0 4 15 12 0 0 2

16:00 629 3 415 148 7 24 9 0 6 9 5 0 1 2

17:00 632 3 444 149 4 16 0 0 5 6 5 0 0 0

18:00 447 0 328 92 4 14 0 0 1 3 4 0 0 1

19:00 407 1 305 84 3 10 0 0 2 2 0 0 0 0

20:00 383 1 272 85 0 19 1 0 1 0 4 0 0 0

21:00 314 0 225 70 3 10 1 0 0 3 2 0 0 0

22:00 277 0 208 60 0 3 3 0 1 0 1 0 0 1

23:00 165 3 125 34 1 2 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT FLORENCE AVENUE

I-710 SOUTHBOUND OFF RAMP TO EASTBOUND FLORENCE AVENUE

DATE: THURSDAY NOVEMBER 13, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 38 40 37 25 140 0:00 0 0 0 0 0

1:00 23 33 24 27 107 1:00 0 0 0 0 0

2:00 24 37 29 14 104 2:00 0 0 0 0 0

3:00 18 23 13 16 70 3:00 0 0 0 0 0

4:00 16 19 24 36 95 4:00 0 0 0 0 0

5:00 43 30 47 59 179 5:00 0 0 0 0 0

6:00 67 63 67 74 271 6:00 0 0 0 0 0

7:00 82 78 87 90 337 7:00 0 0 0 0 0

8:00 80 81 78 68 307 8:00 0 0 0 0 0

9:00 66 83 87 85 321 9:00 0 0 0 0 0

10:00 103 121 117 95 436 10:00 0 0 0 0 0

11:00 96 109 109 124 438 11:00 0 0 0 0 0

12:00 143 133 132 117 525 12:00 0 0 0 0 0

13:00 116 119 138 146 519 13:00 0 0 0 0 0

14:00 135 148 119 182 584 14:00 0 0 0 0 0

15:00 165 161 161 157 644 15:00 0 0 0 0 0

16:00 166 159 175 164 664 16:00 0 0 0 0 0

17:00 147 131 144 161 583 17:00 0 0 0 0 0

18:00 167 129 192 155 643 18:00 0 0 0 0 0

19:00 128 120 122 118 488 19:00 0 0 0 0 0

20:00 97 127 119 88 431 20:00 0 0 0 0 0

21:00 91 100 95 92 378 21:00 0 0 0 0 0

22:00 69 65 54 84 272 22:00 0 0 0 0 0

23:00 68 68 70 54 260 23:00 0 0 0 0 0

TOTAL 8796 TOTAL 0

AM PEAK HOUR 1100-1200 AM PEAK HOUR 0000-0100

VOLUME 438 VOLUME 0

PM PEAK HOUR 1445-1545 PM PEAK HOUR 1200-1300

VOLUME 669 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 8796

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 13, 2008

LOCATION: INTERSTATE 710 @ FLORENCE AVENUE

I-710 SOUTHBOUND OFF RAMP TO EASTBOUND FLORENCE AVENUE

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 140 0 114 23 0 2 0 0 1 0 0 0 0 0

1:00 107 0 90 15 1 0 0 0 0 1 0 0 0 0

2:00 104 0 86 13 0 2 1 0 0 1 0 0 0 1

3:00 70 0 51 14 0 4 0 0 1 0 0 0 0 0

4:00 95 0 59 21 0 13 0 0 0 2 0 0 0 0

5:00 179 0 118 34 1 20 0 0 1 2 2 0 1 0

6:00 271 1 167 67 1 25 0 0 3 5 1 0 0 1

7:00 337 0 243 71 6 13 0 0 0 2 2 0 0 0

8:00 307 0 214 68 1 19 0 0 1 3 1 0 0 0

9:00 321 1 225 64 3 18 2 0 1 4 3 0 0 0

10:00 436 0 301 96 3 27 0 1 2 1 4 0 0 1

11:00 438 2 304 88 4 25 1 0 9 2 3 0 0 0

12:00 525 2 361 111 3 30 3 0 4 5 5 1 0 0

13:00 519 2 343 121 4 34 3 0 1 3 5 0 0 3

14:00 584 3 397 125 8 43 1 0 0 0 6 0 0 1

15:00 644 1 443 140 5 36 4 0 6 3 6 0 0 0

16:00 664 2 480 142 4 21 3 0 1 1 7 0 2 1

17:00 583 3 435 112 1 17 1 0 1 4 8 1 0 0

18:00 643 3 490 123 2 14 0 0 3 0 8 0 0 0

19:00 488 1 392 76 1 10 0 0 2 2 4 0 0 0

20:00 431 1 336 69 0 18 0 0 0 3 3 1 0 0

21:00 378 1 297 66 0 11 0 0 2 0 1 0 0 0

22:00 272 0 223 36 0 5 1 0 0 1 5 0 0 1

23:00 260 0 202 50 0 3 1 0 2 2 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT FLORENCE AVENUE

EASTBOUND FLORENCE AVENUE ON RAMP TO I-710 NORTHBOUND

DATE: THURSDAY NOVEMBER 13, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 14 13 15 11 53 0:00 0 0 0 0 0

1:00 13 13 20 14 60 1:00 0 0 0 0 0

2:00 11 13 13 21 58 2:00 0 0 0 0 0

3:00 17 17 30 24 88 3:00 0 0 0 0 0

4:00 27 50 65 66 208 4:00 0 0 0 0 0

5:00 80 93 136 125 434 5:00 0 0 0 0 0

6:00 117 142 126 136 521 6:00 0 0 0 0 0

7:00 156 167 141 116 580 7:00 0 0 0 0 0

8:00 105 93 92 74 364 8:00 0 0 0 0 0

9:00 61 87 77 79 304 9:00 0 0 0 0 0

10:00 68 69 81 73 291 10:00 0 0 0 0 0

11:00 86 82 90 97 355 11:00 0 0 0 0 0

12:00 86 88 96 93 363 12:00 0 0 0 0 0

13:00 82 103 103 98 386 13:00 0 0 0 0 0

14:00 97 99 99 93 388 14:00 0 0 0 0 0

15:00 124 117 99 96 436 15:00 0 0 0 0 0

16:00 108 97 106 95 406 16:00 0 0 0 0 0

17:00 118 99 94 89 400 17:00 0 0 0 0 0

18:00 91 90 89 79 349 18:00 0 0 0 0 0

19:00 71 82 80 69 302 19:00 0 0 0 0 0

20:00 82 75 71 82 310 20:00 0 0 0 0 0

21:00 73 65 72 69 279 21:00 0 0 0 0 0

22:00 65 70 51 41 227 22:00 0 0 0 0 0

23:00 39 27 31 13 110 23:00 0 0 0 0 0

TOTAL 7272 TOTAL 0

AM PEAK HOUR 0645-0745 AM PEAK HOUR 0000-0100

VOLUME 600 VOLUME 0

PM PEAK HOUR 1500-1600 PM PEAK HOUR 1200-1300

VOLUME 436 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 7272

Page 160: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 13, 2008

LOCATION: INTERSTATE 710 @ FLORENCE AVENUE

EASTBOUND FLORENCE AVENUE ON RAMP TO I-710 NORTHBOUND

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 53 0 42 9 0 2 0 0 0 0 0 0 0 0

1:00 60 0 54 4 0 0 0 0 0 2 0 0 0 0

2:00 58 0 49 8 0 0 0 0 1 0 0 0 0 0

3:00 88 0 67 16 0 2 1 0 1 1 0 0 0 0

4:00 208 0 141 56 0 8 1 0 0 1 1 0 0 0

5:00 434 0 332 86 1 13 0 0 0 1 0 0 0 1

6:00 521 1 388 102 2 19 0 0 1 7 1 0 0 0

7:00 580 0 455 106 2 6 0 0 4 2 2 0 1 2

8:00 364 0 276 66 3 7 3 0 1 6 0 0 1 1

9:00 304 0 222 64 4 9 1 0 1 1 1 0 0 1

10:00 291 0 213 59 1 11 1 0 1 4 0 1 0 0

11:00 355 0 245 79 3 16 4 0 2 5 0 1 0 0

12:00 363 0 261 76 1 14 4 0 1 6 0 0 0 0

13:00 386 0 285 78 1 17 1 0 1 1 0 0 0 2

14:00 388 0 308 65 4 5 2 0 0 2 1 0 0 1

15:00 436 1 329 82 2 14 1 0 2 3 1 0 0 1

16:00 406 0 309 74 3 14 1 0 2 1 0 2 0 0

17:00 400 0 296 85 4 9 0 0 1 2 0 1 0 2

18:00 349 0 280 54 4 8 1 0 0 2 0 0 0 0

19:00 302 1 242 49 4 5 0 0 0 0 0 1 0 0

20:00 310 0 253 49 2 2 0 0 2 2 0 0 0 0

21:00 279 0 222 51 0 4 0 0 0 0 2 0 0 0

22:00 227 0 189 31 1 3 1 0 1 0 1 0 0 0

23:00 110 0 93 10 2 1 0 0 0 2 1 1 0 0

Page 161: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT FLORENCE AVENUE

SOUTHBOUND I-710 OFF RAMP TO WESTBOUND FLORENCE AVENUE

DATE: TUESDAY NOVEMBER 18, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 31 19 34 18 102 0:00 0 0 0 0 0

1:00 17 21 10 13 61 1:00 0 0 0 0 0

2:00 9 11 25 14 59 2:00 0 0 0 0 0

3:00 6 11 11 16 44 3:00 0 0 0 0 0

4:00 13 7 19 26 65 4:00 0 0 0 0 0

5:00 26 18 32 36 112 5:00 0 0 0 0 0

6:00 51 63 61 76 251 6:00 0 0 0 0 0

7:00 93 91 93 93 370 7:00 0 0 0 0 0

8:00 72 64 74 81 291 8:00 0 0 0 0 0

9:00 71 69 65 98 303 9:00 0 0 0 0 0

10:00 74 57 78 119 328 10:00 0 0 0 0 0

11:00 98 115 108 97 418 11:00 0 0 0 0 0

12:00 95 98 102 93 388 12:00 0 0 0 0 0

13:00 119 112 105 89 425 13:00 0 0 0 0 0

14:00 91 89 100 108 388 14:00 0 0 0 0 0

15:00 106 87 97 81 371 15:00 0 0 0 0 0

16:00 67 76 76 76 295 16:00 0 0 0 0 0

17:00 69 57 69 63 258 17:00 0 0 0 0 0

18:00 97 68 98 106 369 18:00 0 0 0 0 0

19:00 84 86 88 78 336 19:00 0 0 0 0 0

20:00 78 83 86 71 318 20:00 0 0 0 0 0

21:00 101 89 74 70 334 21:00 0 0 0 0 0

22:00 67 58 57 57 239 22:00 0 0 0 0 0

23:00 36 37 44 26 143 23:00 0 0 0 0 0

TOTAL 6268 TOTAL 0

AM PEAK HOUR 1045-1145 AM PEAK HOUR 0000-0100

VOLUME 440 VOLUME 0

PM PEAK HOUR 1245-1345 PM PEAK HOUR 1200-1300

VOLUME 429 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 6268

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: TUESDAY NOVEMBER 18, 2008

LOCATION: I-710 AT FLORENCE AVENUE

NORTHBOUND I-710 OFF RAMP TO WESTBOUND FLORENCE AVENUE

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 102 1 86 13 1 0 0 0 1 0 0 0 0 0

1:00 61 0 51 7 1 2 0 0 0 0 0 0 0 0

2:00 59 0 38 19 0 0 0 0 0 2 0 0 0 0

3:00 44 2 26 12 1 2 0 0 1 0 0 0 0 0

4:00 65 0 45 14 0 5 0 0 0 1 0 0 0 0

5:00 112 0 70 24 3 10 0 0 1 4 0 0 0 0

6:00 251 0 178 50 1 16 0 0 1 4 0 0 0 1

7:00 370 1 282 66 2 12 2 0 1 4 0 0 0 0

8:00 291 1 220 50 5 11 0 0 2 2 0 0 0 0

9:00 303 1 205 64 3 26 1 0 0 2 0 1 0 0

10:00 328 0 216 81 7 17 0 0 2 5 0 0 0 0

11:00 418 0 285 96 7 17 6 0 1 4 0 2 0 0

12:00 388 0 245 112 2 18 2 0 0 8 1 0 0 0

13:00 425 2 307 76 10 22 2 0 1 5 0 0 0 0

14:00 388 1 274 92 2 17 0 0 0 2 0 0 0 0

15:00 371 2 281 72 0 12 2 0 0 2 0 0 0 0

16:00 295 1 209 68 1 13 1 0 1 0 0 0 0 1

17:00 258 2 174 66 1 10 1 0 3 1 0 0 0 0

18:00 369 0 268 90 0 10 1 0 0 0 0 0 0 0

19:00 336 2 262 63 0 6 0 0 0 1 0 2 0 0

20:00 318 2 241 66 1 4 0 0 1 3 0 0 0 0

21:00 334 2 273 50 0 6 0 0 0 2 0 1 0 0

22:00 239 2 182 50 0 3 0 0 0 1 1 0 0 0

23:00 143 0 118 21 1 1 0 0 1 1 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT FLORENCE AVENUE

EASTBOUND FLORENCE ON RAMP TO SOUTHBOUND I-710

DATE: TUESDAY NOVEMBER 18, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 17 18 16 17 68 0:00 0 0 0 0 0

1:00 7 5 17 8 37 1:00 0 0 0 0 0

2:00 6 12 13 12 43 2:00 0 0 0 0 0

3:00 12 13 26 27 78 3:00 0 0 0 0 0

4:00 38 54 69 54 215 4:00 0 0 0 0 0

5:00 68 146 171 130 515 5:00 0 0 0 0 0

6:00 140 171 182 177 670 6:00 0 0 0 0 0

7:00 194 198 162 136 690 7:00 0 0 0 0 0

8:00 163 148 145 133 589 8:00 0 0 0 0 0

9:00 138 135 114 144 531 9:00 0 0 0 0 0

10:00 122 111 123 126 482 10:00 0 0 0 0 0

11:00 117 120 133 159 529 11:00 0 0 0 0 0

12:00 125 140 136 114 515 12:00 0 0 0 0 0

13:00 147 124 166 157 594 13:00 0 0 0 0 0

14:00 142 169 170 150 631 14:00 0 0 0 0 0

15:00 139 156 158 80 533 15:00 0 0 0 0 0

16:00 114 108 139 144 505 16:00 0 0 0 0 0

17:00 43 53 53 87 236 17:00 0 0 0 0 0

18:00 104 133 148 131 516 18:00 0 0 0 0 0

19:00 129 138 134 110 511 19:00 0 0 0 0 0

20:00 111 120 92 92 415 20:00 0 0 0 0 0

21:00 98 92 84 76 350 21:00 0 0 0 0 0

22:00 72 66 47 45 230 22:00 0 0 0 0 0

23:00 50 21 24 18 113 23:00 0 0 0 0 0

TOTAL 9596 TOTAL 0

AM PEAK HOUR 0630-0730 AM PEAK HOUR 0000-0100

VOLUME 751 VOLUME 0

PM PEAK HOUR 1345-1445 PM PEAK HOUR 1200-1300

VOLUME 638 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 9596

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: TUESDAY NOVEMBER 18, 2008

LOCATION: I-710 AT FLORENCE AVENUE

EASTBOUND FLORENCE AVENUE ON RAMP TO SOUITHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 68 0 54 11 0 1 0 0 0 2 0 0 0 0

1:00 37 0 31 5 0 1 0 0 0 0 0 0 0 0

2:00 43 0 31 5 1 3 0 0 1 1 0 1 0 0

3:00 78 0 59 13 3 3 0 0 0 0 0 0 0 0

4:00 215 0 175 31 0 6 0 0 1 0 2 0 0 0

5:00 515 0 390 103 3 11 2 0 1 4 1 0 0 0

6:00 670 0 525 115 3 17 3 0 2 3 1 0 0 1

7:00 690 0 547 107 6 12 0 0 6 5 4 0 1 2

8:00 589 0 465 99 7 11 0 1 3 3 0 0 0 0

9:00 531 3 385 99 13 20 0 0 2 8 0 0 0 1

10:00 482 0 361 87 7 20 2 0 1 3 1 0 0 0

11:00 529 0 396 103 6 16 3 0 0 3 0 1 0 1

12:00 515 1 371 101 7 24 0 0 1 6 2 1 0 1

13:00 594 0 446 112 5 21 0 1 1 4 3 1 0 0

14:00 631 0 465 121 5 32 1 1 0 4 2 0 0 0

15:00 533 0 396 102 5 14 1 0 2 6 3 0 1 3

16:00 505 0 410 75 3 9 1 0 1 2 4 0 0 0

17:00 236 1 186 34 2 0 1 0 2 1 9 0 0 0

18:00 516 0 425 75 3 6 0 0 4 1 1 0 1 0

19:00 511 1 410 85 1 6 0 0 4 2 1 0 0 1

20:00 415 0 350 54 2 5 0 0 0 1 2 0 1 0

21:00 350 0 299 48 0 3 0 0 0 0 0 0 0 0

22:00 230 0 198 30 1 0 1 0 0 0 0 0 0 0

23:00 113 0 95 17 1 0 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT FLORENCE AVENUE

NORTHBOUND I-710 OFF RAMP TO EASTBOUND FLORENCE AVENUE

DATE: THURSDAY NOVEMBER 20, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 23 39 23 21 106 0:00 0 0 0 0 0

1:00 17 18 14 16 65 1:00 0 0 0 0 0

2:00 13 19 25 15 72 2:00 0 0 0 0 0

3:00 11 19 32 41 103 3:00 0 0 0 0 0

4:00 17 24 54 50 145 4:00 0 0 0 0 0

5:00 47 74 115 136 372 5:00 0 0 0 0 0

6:00 95 106 128 130 459 6:00 0 0 0 0 0

7:00 125 112 115 110 462 7:00 0 0 0 0 0

8:00 124 128 93 123 468 8:00 0 0 0 0 0

9:00 104 107 133 137 481 9:00 0 0 0 0 0

10:00 114 105 98 121 438 10:00 0 0 0 0 0

11:00 106 114 115 72 407 11:00 0 0 0 0 0

12:00 103 126 124 110 463 12:00 0 0 0 0 0

13:00 28 38 73 104 243 13:00 0 0 0 0 0

14:00 116 92 54 2 264 14:00 0 0 0 0 0

15:00 0 58 108 31 197 15:00 0 0 0 0 0

16:00 73 125 34 95 327 16:00 0 0 0 0 0

17:00 99 54 122 115 390 17:00 0 0 0 0 0

18:00 125 25 15 27 192 18:00 0 0 0 0 0

19:00 50 112 104 99 365 19:00 0 0 0 0 0

20:00 87 80 91 77 335 20:00 0 0 0 0 0

21:00 85 83 76 63 307 21:00 0 0 0 0 0

22:00 65 51 60 53 229 22:00 0 0 0 0 0

23:00 33 45 43 33 154 23:00 0 0 0 0 0

TOTAL 7044 TOTAL 0

AM PEAK HOUR 0630-0730 AM PEAK HOUR 0000-0100

VOLUME 495 VOLUME 0

PM PEAK HOUR 1200-1300 PM PEAK HOUR 1200-1300

VOLUME 463 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 7044

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY NOVEMBER 20, 2008

LOCATION: NORTHBOUND I-710 OFF RAMP TO

EASTBOUND FLORENCE AVENE

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 106 1 83 20 0 2 0 0 0 0 0 0 0 0

1:00 65 1 52 6 0 5 0 0 0 1 0 0 0 0

2:00 72 0 58 13 0 1 0 0 0 0 0 0 0 0

3:00 103 4 78 15 2 1 0 0 1 2 0 0 0 0

4:00 145 3 111 21 2 6 1 0 0 1 0 0 0 0

5:00 372 8 280 70 5 6 1 0 1 1 0 0 0 0

6:00 459 4 349 88 3 9 2 0 0 3 1 0 0 0

7:00 462 8 354 79 2 10 3 0 3 2 1 0 0 0

8:00 468 12 350 79 5 12 3 0 1 6 0 0 0 0

9:00 481 10 321 100 9 21 6 0 1 13 0 0 0 0

10:00 438 1 297 93 7 21 5 0 1 12 0 1 0 0

11:00 407 9 291 71 6 15 4 0 2 5 3 0 0 1

12:00 463 7 338 78 9 22 4 0 0 3 1 1 0 0

13:00 243 14 150 50 3 16 5 0 0 5 0 0 0 0

14:00 264 11 188 39 7 15 1 0 0 3 0 0 0 0

15:00 197 6 148 32 2 2 6 0 0 1 0 0 0 0

16:00 327 6 250 50 0 13 6 0 0 2 0 0 0 0

17:00 390 5 304 62 3 11 1 0 1 3 0 0 0 0

18:00 192 9 160 20 0 1 1 0 1 0 0 0 0 0

19:00 365 7 301 49 0 6 1 0 0 1 0 0 0 0

20:00 335 5 274 48 1 5 1 0 0 1 0 0 0 0

21:00 307 2 258 41 1 3 0 0 0 2 0 0 0 0

22:00 229 4 189 30 0 5 0 0 0 1 0 0 0 0

23:00 154 1 121 29 1 2 0 0 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT FLORENCE AVENUE

SOUTHBOUND I-710 OFF RAMP TO WESTBOUND FLORENCE AVENUE

DATE: WEDNESDAY NOVEMBER 19, 2008

DIRECTION: OFF RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 42 38 34 19 133 0:00 0 0 0 0 0

1:00 28 21 15 20 84 1:00 0 0 0 0 0

2:00 12 13 21 11 57 2:00 0 0 0 0 0

3:00 21 13 10 19 63 3:00 0 0 0 0 0

4:00 16 18 25 28 87 4:00 0 0 0 0 0

5:00 32 40 72 73 217 5:00 0 0 0 0 0

6:00 75 92 119 124 410 6:00 0 0 0 0 0

7:00 127 96 70 67 360 7:00 0 0 0 0 0

8:00 77 67 71 97 312 8:00 0 0 0 0 0

9:00 95 111 118 154 478 9:00 0 0 0 0 0

10:00 111 112 104 113 440 10:00 0 0 0 0 0

11:00 112 110 126 134 482 11:00 0 0 0 0 0

12:00 132 128 140 143 543 12:00 0 0 0 0 0

13:00 122 137 140 141 540 13:00 0 0 0 0 0

14:00 141 137 138 152 568 14:00 0 0 0 0 0

15:00 143 149 184 182 658 15:00 0 0 0 0 0

16:00 167 177 150 210 704 16:00 0 0 0 0 0

17:00 188 168 185 176 717 17:00 0 0 0 0 0

18:00 172 143 154 156 625 18:00 0 0 0 0 0

19:00 152 166 151 104 573 19:00 0 0 0 0 0

20:00 101 129 123 99 452 20:00 0 0 0 0 0

21:00 97 94 100 97 388 21:00 0 0 0 0 0

22:00 86 91 85 59 321 22:00 0 0 0 0 0

23:00 57 57 44 48 206 23:00 0 0 0 0 0

TOTAL 9418 TOTAL 0

AM PEAK HOUR 0930-1030 AM PEAK HOUR 0000-0100

VOLUME 495 VOLUME 0

PM PEAK HOUR 1645-1745 PM PEAK HOUR 1200-1300

VOLUME 751 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 9418

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: WEDNESDAY NOVEMBER 19, 2008

LOCATION: I-710 AT FLORENCE AVENUE

SOUTHBOUND I-710 OFF RAMP TO WESTBOUND FLORENCE AVENUE

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 133 0 112 20 0 1 0 0 0 0 0 0 0 0

1:00 84 0 61 20 0 0 0 0 1 2 0 0 0 0

2:00 57 0 47 9 0 0 0 0 0 0 0 1 0 0

3:00 63 0 52 10 0 0 0 0 0 1 0 0 0 0

4:00 87 0 55 26 2 0 3 0 0 1 0 0 0 0

5:00 217 1 141 56 0 13 2 0 1 3 0 0 0 0

6:00 410 0 280 94 7 17 0 0 2 4 5 0 0 1

7:00 360 1 266 70 1 13 1 0 0 3 3 0 0 2

8:00 312 0 219 73 4 11 1 0 3 1 0 0 0 0

9:00 478 1 330 118 8 16 0 0 1 3 1 0 0 0

10:00 440 2 306 101 4 19 2 0 0 2 3 0 0 1

11:00 482 3 330 111 7 19 2 0 0 4 4 2 0 0

12:00 543 1 373 132 3 20 1 0 2 5 5 0 1 0

13:00 540 3 373 120 6 28 2 0 1 2 3 0 0 2

14:00 568 2 423 107 5 15 2 0 5 2 4 0 1 2

15:00 658 2 476 140 6 17 0 0 3 2 9 0 2 1

16:00 704 1 527 144 5 9 0 0 4 1 12 0 1 0

17:00 717 1 543 146 3 14 2 0 1 0 5 0 1 1

18:00 625 3 480 122 0 11 1 0 2 1 4 0 0 1

19:00 573 3 445 113 3 4 0 0 1 2 1 0 0 1

20:00 452 3 359 77 0 7 0 0 0 2 3 0 0 1

21:00 388 2 296 77 2 3 0 0 3 1 2 0 1 1

22:00 321 2 257 51 1 5 0 0 2 1 2 0 0 0

23:00 206 0 160 38 0 4 0 0 2 0 1 0 1 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

24-HOUR ADT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

LOCATION: I-710 AT FLORENCE AVENUE

WESTBOUND FLORENCE AVENUE ON RAMP NORTHBOUND I-710

DATE: THURSDAY DECEMBER 4, 2008

DIRECTION: ON RAMP DIRECTION: O

TIME 00-15 15-30 30-45 45-60 HOUR TIME 00-15 15-30 30-45 45-60 HOUR

TOTALS TOTALS

0:00 49 35 44 33 161 0:00 0 0 0 0 0

1:00 35 35 40 44 154 1:00 0 0 0 0 0

2:00 32 37 34 45 148 2:00 0 0 0 0 0

3:00 41 49 41 42 173 3:00 0 0 0 0 0

4:00 37 62 76 77 252 4:00 0 0 0 0 0

5:00 82 97 126 125 430 5:00 0 0 0 0 0

6:00 132 89 90 118 429 6:00 0 0 0 0 0

7:00 117 102 124 119 462 7:00 0 0 0 0 0

8:00 108 108 107 96 419 8:00 0 0 0 0 0

9:00 90 92 96 104 382 9:00 0 0 0 0 0

10:00 92 79 84 91 346 10:00 0 0 0 0 0

11:00 92 94 94 81 361 11:00 0 0 0 0 0

12:00 111 108 100 90 409 12:00 0 0 0 0 0

13:00 104 111 106 120 441 13:00 0 0 0 0 0

14:00 114 122 111 124 471 14:00 0 0 0 0 0

15:00 114 116 102 110 442 15:00 0 0 0 0 0

16:00 125 114 93 113 445 16:00 0 0 0 0 0

17:00 120 136 98 91 445 17:00 0 0 0 0 0

18:00 109 94 86 96 385 18:00 0 0 0 0 0

19:00 116 108 110 105 439 19:00 0 0 0 0 0

20:00 96 116 77 73 362 20:00 0 0 0 0 0

21:00 98 108 97 77 380 21:00 0 0 0 0 0

22:00 79 81 80 57 297 22:00 0 0 0 0 0

23:00 42 52 58 52 204 23:00 0 0 0 0 0

TOTAL 8437 TOTAL 0

AM PEAK HOUR 0515-0615 AM PEAK HOUR 0000-0100

VOLUME 480 VOLUME 0

PM PEAK HOUR 1400-1500 PM PEAK HOUR 1200-1300

VOLUME 471 VOLUME 0

TOTAL BI-DIRECTIONAL VOLUME 8437

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969 wiltecusa.com

CLASSIFICATION SURVEYS

CLIENT: URS CORPORATION

PROJECT: I-710 TRAFFIC COUNTS

DATE: THURSDAY DECEMBER 4, 2008

LOCATION: I-710 AT FLORENCE AVENUE

WESTBOUND FLORENCE AVENUE ON RAMP TO NORTHBOUND I-710

BEGIN TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13

CARS & 2 AXLE 2 AXLE 3 AXLE 4 AXLE <5AXLE 5 AXLE >6AXLE <6AXLE 6 AXLE >6AXLE

TIME BIKES TLRS LONG BUSES 6 TIRE SINGLE SINGLE DOUBLE DOUBLE DOUBLE MULTI MULTI MULTI

0:00 161 0 133 25 0 2 0 0 1 0 0 0 0 0

1:00 154 1 125 26 0 2 0 0 0 0 0 0 0 0

2:00 148 0 117 23 0 5 2 0 1 0 0 0 0 0

3:00 173 1 133 28 1 5 4 0 1 0 0 0 0 0

4:00 252 0 182 46 0 16 2 0 4 1 0 1 0 0

5:00 430 1 299 98 4 18 2 0 2 3 2 0 1 0

6:00 429 7 297 77 2 27 3 2 7 1 3 1 2 0

7:00 462 6 344 65 5 17 3 1 13 2 5 0 1 0

8:00 419 3 309 66 8 10 7 2 5 4 3 1 0 1

9:00 382 2 274 75 5 16 5 0 1 3 0 0 0 1

10:00 346 1 247 74 0 18 2 0 0 2 0 0 1 1

11:00 361 2 250 77 5 19 1 0 2 3 1 0 0 1

12:00 409 2 309 76 3 13 1 0 3 2 0 0 0 0

13:00 441 0 332 78 4 16 1 0 4 3 3 0 0 0

14:00 471 3 375 74 5 11 0 0 1 1 0 0 0 1

15:00 442 2 339 76 5 14 1 0 3 1 1 0 0 0

16:00 445 2 354 68 1 9 0 0 7 1 2 0 0 1

17:00 445 2 342 83 3 5 0 0 6 3 1 0 0 0

18:00 385 5 292 73 1 8 0 0 4 1 1 0 0 0

19:00 439 1 378 50 0 5 1 0 3 0 1 0 0 0

20:00 262 3 294 56 1 5 0 0 2 0 0 1 0 0

21:00 380 0 313 55 0 4 0 0 4 0 2 0 1 1

22:00 297 1 250 36 0 1 0 1 3 0 5 0 0 0

23:00 204 0 165 35 0 0 0 0 1 2 1 0 0 0

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I-710 Corridor Project EIR/EIS

Final Appendix AIdentification: 160.10.35-040

STUDY INTERSECTION TRAFFIC COUNTS

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I-710 Corridor Project EIR/EIS

Final Appendix AIdentification: 160.10.35-040

This page intentionally left blank.

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Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JULY 15, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S CHESTNUT/QUEEN MARY

E/W SHORELINE DRIVE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 5 0 6 9 63 43 3 0 1 5 50 4 189

715-730 6 0 4 11 81 46 3 1 0 7 48 2 209

730-745 10 1 7 16 69 39 2 0 4 3 50 5 206

745-800 17 0 10 19 91 42 14 0 2 4 85 12 296

800-815 14 0 13 21 80 16 15 0 7 4 64 10 244

815-830 19 0 7 33 101 16 9 3 1 2 62 6 259

830-845 9 0 4 9 84 16 5 5 2 3 65 4 206

845-900 1 1 0 4 92 12 5 0 2 3 91 11 222

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 38 1 27 55 304 170 22 1 7 19 233 23 900

715-815 47 1 34 67 321 143 34 1 13 18 247 29 955

730-830 60 1 37 89 341 113 40 3 14 13 261 33 1005

745-845 59 0 34 82 356 90 43 8 12 13 276 32 1005

800-900 43 1 24 67 357 60 34 8 12 12 282 31 931

AM PEAK HOUR

730-830 89

60 1 37 341

113

33

SHORELINE DRIVE 261 14 3 40

13

CHESTNUT/QUEEN MARY

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JULY 15, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S CHESTNUT/QUEEN MARY

E/W SHORELINE DRIVE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 2 5 44 13 15 1 10 5 85 8 188

1115-1130 0 0 3 7 50 8 28 1 11 6 97 9 220

1130-1145 6 0 1 10 43 19 37 3 6 1 117 2 245

1145-1200 0 0 3 3 44 19 65 6 9 5 121 2 277

1200-1215 2 0 2 3 58 15 68 1 16 2 108 11 286

1215-1230 1 0 0 2 73 23 33 0 22 6 119 5 284

1230-1245 0 0 3 3 63 29 29 1 21 2 109 10 270

1245-100 3 0 2 5 67 38 35 1 10 6 93 2 262

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 6 0 9 25 181 59 145 11 36 17 420 21 930

1115-1215 8 0 9 23 195 61 198 11 42 14 443 24 1028

1130-1230 9 0 6 18 218 76 203 10 53 14 465 20 1092

1145-1245 3 0 8 11 238 86 195 8 68 15 457 28 1117

1200-100 6 0 7 13 261 105 165 3 69 16 429 28 1102

MD PEAK HOUR

1145-1245 11

3 0 8 238

86

28

SHORELINE DRIVE 457 68 8 195

15

CHESTNUT/QUEEN MARY

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JULY 15, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S CHESTNUT/QUEEN MARY

E/W SHORELINE DRIVE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 3 5 61 20 55 1 47 1 117 6 316

415-430 0 0 7 3 57 21 59 0 36 1 140 7 331

430-445 0 0 3 5 77 14 102 1 33 1 154 4 394

445-500 2 0 2 8 60 21 79 2 26 5 156 2 363

500-515 1 0 4 8 86 13 96 4 42 2 151 5 412

515-530 2 0 2 8 50 21 65 1 23 10 209 8 399

530-545 0 0 7 2 59 14 44 4 28 2 160 10 330

545-600 1 0 6 3 53 12 46 0 19 12 173 16 341

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 2 0 15 21 255 76 295 4 142 8 567 19 1404

415-515 3 0 16 24 280 69 336 7 137 9 601 18 1500

430-530 5 0 11 29 273 69 342 8 124 18 670 19 1568

445-545 5 0 15 26 255 69 284 11 119 19 676 25 1504

500-600 4 0 19 21 248 60 251 9 112 26 693 39 1482

PM PEAK HOUR

430-530 29

5 0 11 273

69

19

SHORELINE DRIVE 670 124 8 342

18

CHESTNUT/QUEEN MARY

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 6:30 AM TO 9:30 AM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W OCEAN DRIVE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 51 25 22 11 398 30 3 0 2 4 83 4 633

645-700 79 30 22 23 466 25 1 5 1 6 100 6 764

700-715 67 27 25 22 429 13 1 5 5 7 118 12 731

715-730 87 49 32 45 453 27 3 0 5 12 121 14 848

730-745 56 30 49 44 494 25 8 3 5 11 165 25 915

745-800 56 41 58 63 409 35 9 5 5 14 174 17 886

800-815 72 31 36 62 455 20 2 3 5 8 160 24 878

815-830 89 43 45 74 429 43 2 5 4 8 199 36 977

830-845 78 32 50 54 344 31 2 6 7 5 172 34 815

845-900 68 16 34 42 300 26 4 2 3 10 144 18 667

900-915 71 17 42 51 255 27 3 3 0 6 134 12 621

915-930 67 21 30 61 253 19 5 7 3 11 134 17 628

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 284 131 101 101 1746 95 8 10 13 29 422 36 2976

645-700 289 136 128 134 1842 90 13 13 16 36 504 57 3258

700-800 266 147 164 174 1785 100 21 13 20 44 578 68 3380

715-815 271 151 175 214 1811 107 22 11 20 45 620 80 3527

730-830 273 145 188 243 1787 123 21 16 19 41 698 102 3656

745-845 295 147 189 253 1637 129 15 19 21 35 705 111 3556

800-900 307 122 165 232 1528 120 10 16 19 31 675 112 3337

815-815 306 108 171 221 1328 127 11 16 14 29 649 100 3080

830-930 284 86 156 208 1152 103 14 18 13 32 584 81 2731

A.M. PEAK HOUR

730-830 243

273 145 188 1787

123

102

OCEAN DRIVE 698 19 16 21

41

MAGNOLIA AVENUE

Page 177: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 3:00 PM TO 7:00 PM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W OCEAN DRIVE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-315 55 17 33 28 210 11 11 3 5 5 231 20 629

315-330 63 14 36 33 229 11 13 9 4 9 251 22 694

330-345 96 14 69 36 239 21 17 12 9 4 271 13 801

345-400 47 12 37 34 204 15 17 16 8 8 251 14 663

400-415 59 14 41 52 252 17 10 9 12 5 333 16 820

415-430 60 19 30 31 273 14 16 9 11 6 351 26 846

430-445 67 25 43 37 252 21 19 30 19 11 380 19 923

445-500 38 17 37 31 287 20 22 11 30 7 434 28 962

500-515 67 17 36 24 250 20 20 13 18 4 462 27 958

515-530 40 13 33 18 230 10 11 12 8 10 402 25 812

530-545 45 13 39 20 271 16 10 9 11 7 416 33 890

545-600 51 20 40 12 255 21 11 12 4 7 393 28 854

600-615 36 12 33 16 258 16 10 2 6 4 327 19 739

615-630 38 14 39 15 235 18 8 5 2 1 320 21 716

630-645 22 7 39 21 261 16 2 6 4 3 306 23 710

645-700 24 16 45 14 193 30 10 5 2 1 251 16 607

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-400 261 57 175 131 882 58 58 40 26 26 1004 69 2787

315-415 265 54 183 155 924 64 57 46 33 26 1106 65 2978

330-430 262 59 177 153 968 67 60 46 40 23 1206 69 3130

345-445 233 70 151 154 981 67 62 64 50 30 1315 75 3252

400-500 224 75 151 151 1064 72 67 59 72 29 1498 89 3551

415-515 232 78 146 123 1062 75 77 63 78 28 1627 100 3689

430-530 212 72 149 110 1019 71 72 66 75 32 1678 99 3655

445-545 190 60 145 93 1038 66 63 45 67 28 1714 113 3622

500-600 203 63 148 74 1006 67 52 46 41 28 1673 113 3514

515-615 172 58 145 66 1014 63 42 35 29 28 1538 105 3295

530-630 170 59 151 63 1019 71 39 28 23 19 1456 101 3199

545-645 147 53 151 64 1009 71 31 25 16 15 1346 91 3019

600-700 120 49 156 66 947 80 30 18 14 9 1204 79 2772

PM PEAK HOUR

415-515 123

232 78 146 1062

75

100

OCEAN DRIVE 1627 78 63 77

28

MAGNOLIA AVENUE

Page 178: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 6:30 AM TO 9:30 AM

INTERSECTION: N/S MARINE AVENUE

E/W BROADWAY

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 0 6 3 0 0 0 3 1 0 12 126 3 154

645-700 0 9 5 0 0 0 3 2 0 18 168 6 211

700-715 0 18 3 0 0 0 2 1 0 30 224 5 283

715-730 0 14 1 0 0 0 4 1 0 29 256 2 307

730-745 0 17 3 0 0 0 4 2 0 22 251 3 302

745-800 0 22 8 0 0 0 5 2 0 55 303 6 401

800-815 0 29 9 0 0 0 2 3 0 36 324 3 406

815-830 0 30 15 0 0 0 10 2 0 46 330 12 445

830-845 0 10 10 0 0 0 7 2 0 29 302 8 368

845-900 0 14 13 0 0 0 8 0 0 31 272 11 349

900-915 0 10 12 0 0 0 0 0 0 13 231 11 277

915-930 0 5 2 0 0 0 6 0 0 21 200 0 234

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 0 47 12 0 0 0 12 5 0 89 774 16 955

645-700 0 58 12 0 0 0 13 6 0 99 899 16 1103

700-800 0 71 15 0 0 0 15 6 0 136 1034 16 1293

715-815 0 82 21 0 0 0 15 8 0 142 1134 14 1416

730-830 0 98 35 0 0 0 21 9 0 159 1208 24 1554

745-845 0 91 42 0 0 0 24 9 0 166 1259 29 1620

800-900 0 83 47 0 0 0 27 7 0 142 1228 34 1568

815-815 0 64 50 0 0 0 25 4 0 119 1135 42 1439

830-930 0 39 37 0 0 0 21 2 0 94 1005 30 1228

A.M. PEAK HOUR

745-845 0

0 91 42 0

0

29

BROADWAY 1259 0 9 24

166

MARINE AVENUE

Page 179: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 3:00 PM TO 7:00 PM

INTERSECTION: N/S MARINE AVENUE

E/W BROADWAY

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-315 0 5 6 0 0 0 22 10 0 8 207 10 268

315-330 0 2 12 0 0 0 13 8 0 9 225 5 274

330-345 0 3 5 0 0 0 20 8 0 5 198 6 245

345-400 0 2 4 0 0 0 19 12 0 5 184 2 228

400-415 0 4 1 0 0 0 35 13 0 8 217 6 284

415-430 0 5 2 0 0 0 30 8 0 6 213 3 267

430-445 0 8 2 0 0 0 45 10 0 6 234 5 310

445-500 0 3 5 0 0 0 32 17 0 8 276 4 345

500-515 0 3 7 0 0 0 50 12 0 12 271 7 362

515-530 0 3 1 0 0 0 35 17 0 3 269 8 336

530-545 0 4 1 0 0 0 36 4 0 9 249 8 311

545-600 0 5 1 0 0 0 22 6 0 11 229 3 277

600-615 0 0 2 0 0 0 35 9 0 5 247 7 305

615-630 0 2 5 0 0 0 10 9 0 5 228 8 267

630-645 0 1 2 0 0 0 10 2 0 0 259 10 284

645-700 0 1 2 0 0 0 4 1 0 1 244 5 258

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-400 0 12 27 0 0 0 74 38 0 27 814 23 1015

315-415 0 11 22 0 0 0 87 41 0 27 824 19 1031

330-430 0 14 12 0 0 0 104 41 0 24 812 17 1024

345-445 0 19 9 0 0 0 129 43 0 25 848 16 1089

400-500 0 20 10 0 0 0 142 48 0 28 940 18 1206

415-515 0 19 16 0 0 0 157 47 0 32 994 19 1284

430-530 0 17 15 0 0 0 162 56 0 29 1050 24 1353

445-545 0 13 14 0 0 0 153 50 0 32 1065 27 1354

500-600 0 15 10 0 0 0 143 39 0 35 1018 26 1286

515-615 0 12 5 0 0 0 128 36 0 28 994 26 1229

530-630 0 11 9 0 0 0 103 28 0 30 953 26 1160

545-645 0 8 10 0 0 0 77 26 0 21 963 28 1133

600-700 0 4 11 0 0 0 59 21 0 11 978 30 1114

PM PEAK HOUR

445-545 0

0 13 14 0

0

27

BROADWAY 1065 0 50 153

32

MARINE AVENUE

Page 180: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 6:30 AM TO 9:30 AM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W BROADWAY

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 0 74 5 0 0 0 8 8 0 39 97 0 231

645-700 0 119 5 0 0 0 13 16 0 47 127 0 327

700-715 0 127 8 0 0 0 18 21 0 60 147 2 383

715-730 0 142 11 0 0 0 38 28 0 101 159 0 479

730-745 0 152 10 0 0 0 36 34 0 107 177 7 523

745-800 0 144 18 0 0 0 37 26 0 109 217 4 555

800-815 0 124 28 0 0 0 60 46 0 144 201 2 605

815-830 0 139 32 0 0 0 56 60 0 121 200 4 612

830-845 0 98 20 0 0 0 57 40 0 130 200 10 555

845-900 0 88 17 0 0 0 42 37 0 103 206 9 502

900-915 0 85 17 0 0 0 50 44 0 89 178 7 470

915-930 0 65 28 0 0 0 56 35 0 71 134 6 395

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 0 462 29 0 0 0 77 73 0 247 530 2 1420

645-700 0 540 34 0 0 0 105 99 0 315 610 9 1712

700-800 0 565 47 0 0 0 129 109 0 377 700 13 1940

715-815 0 562 67 0 0 0 171 134 0 461 754 13 2162

730-830 0 559 88 0 0 0 189 166 0 481 795 17 2295

745-845 0 505 98 0 0 0 210 172 0 504 818 20 2327

800-900 0 449 97 0 0 0 215 183 0 498 807 25 2274

815-815 0 410 86 0 0 0 205 181 0 443 784 30 2139

830-930 0 336 82 0 0 0 205 156 0 393 718 32 1922

A.M. PEAK HOUR

745-845 0

0 505 98 0

0

20

BROADWAY 818 0 172 210

504

MAGNOLIA AVENUE

Page 181: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 3:00 PM TO 7:00 PM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W BRAODWAY

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-315 0 40 9 0 0 0 36 42 0 60 178 6 371

315-330 0 52 17 0 0 0 36 51 0 49 209 9 423

330-345 0 53 8 0 0 0 34 64 0 59 180 19 417

345-400 0 45 16 0 0 0 56 62 0 44 173 4 400

400-415 0 30 10 0 0 0 44 70 0 62 213 4 433

415-430 0 52 14 0 0 0 46 65 0 35 213 7 432

430-445 0 62 13 0 0 0 57 115 0 51 251 13 562

445-500 0 32 11 0 0 0 44 81 0 47 266 9 490

500-515 0 48 10 0 0 0 46 97 0 81 254 25 561

515-530 0 47 8 0 0 0 42 59 0 67 254 10 487

530-545 0 56 8 0 0 0 33 69 0 83 255 17 521

545-600 0 38 9 0 0 0 15 44 0 37 201 5 349

600-615 0 32 11 0 0 0 12 35 0 55 225 6 376

615-630 0 30 11 0 0 0 15 42 0 52 198 17 365

630-645 0 28 11 0 0 0 13 36 0 49 211 4 352

645-700 0 32 7 0 0 0 16 29 0 54 204 1 343

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-400 0 190 50 0 0 0 162 219 0 212 740 38 1611

315-415 0 180 51 0 0 0 170 247 0 214 775 36 1673

330-430 0 180 48 0 0 0 180 261 0 200 779 34 1682

345-445 0 189 53 0 0 0 203 312 0 192 850 28 1827

400-500 0 176 48 0 0 0 191 331 0 195 943 33 1917

415-515 0 194 48 0 0 0 193 358 0 214 984 54 2045

430-530 0 189 42 0 0 0 189 352 0 246 1025 57 2100

445-545 0 183 37 0 0 0 165 306 0 278 1029 61 2059

500-600 0 189 35 0 0 0 136 269 0 268 964 57 1918

515-615 0 173 36 0 0 0 102 207 0 242 935 38 1733

530-630 0 156 39 0 0 0 75 190 0 227 879 45 1611

545-645 0 128 42 0 0 0 55 157 0 193 835 32 1442

600-700 0 122 40 0 0 0 56 142 0 210 838 28 1436

PM PEAK HOUR

430-530 0

0 189 42 0

0

57

BRAODWAY 1025 0 352 189

246

MAGNOLIA AVENUE

Page 182: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 6:30 AM TO 9:30 AM

INTERSECTION: N/S DAISY AVENUE

E/W 6TH STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 0 5 4 0 0 0 4 6 0 11 78 5 113

645-700 0 3 2 0 0 0 6 4 0 6 99 7 127

700-715 0 1 5 0 0 0 4 9 0 7 129 9 164

715-730 0 4 4 0 0 0 8 8 0 2 155 17 198

730-745 0 10 4 0 0 0 11 4 0 5 191 18 243

745-800 0 9 11 0 0 0 8 6 0 6 209 26 275

800-815 0 14 5 0 0 0 9 13 0 5 155 27 228

815-830 0 11 13 0 0 0 9 14 0 5 171 22 245

830-845 0 15 8 0 0 0 5 9 0 12 130 12 191

845-900 0 8 5 0 0 0 6 11 0 10 128 11 179

900-915 0 7 3 0 0 0 3 4 0 13 120 5 155

915-930 0 4 2 0 0 0 5 2 0 5 130 11 159

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 0 13 15 0 0 0 22 27 0 26 461 38 602

645-700 0 18 15 0 0 0 29 25 0 20 574 51 732

700-800 0 24 24 0 0 0 31 27 0 20 684 70 880

715-815 0 37 24 0 0 0 36 31 0 18 710 88 944

730-830 0 44 33 0 0 0 37 37 0 21 726 93 991

745-845 0 49 37 0 0 0 31 42 0 28 665 87 939

800-900 0 48 31 0 0 0 29 47 0 32 584 72 843

815-815 0 41 29 0 0 0 23 38 0 40 549 50 770

830-930 0 34 18 0 0 0 19 26 0 40 508 39 684

A.M. PEAK HOUR

730-830 0

0 44 33 0

0

93

6TH STREET 726 0 37 37

21

DAISY AVENUE

Page 183: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 3:00 PM TO 7:00 PM

INTERSECTION: N/S DAISY AVENUE

E/W 6TH STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-315 0 6 8 0 0 0 6 11 0 17 203 24 275

315-330 0 9 5 0 0 0 6 11 0 16 213 19 279

330-345 0 13 3 0 0 0 3 11 0 13 240 19 302

345-400 0 8 12 0 0 0 6 8 0 19 233 9 295

400-415 0 8 9 0 0 0 6 5 0 12 246 9 295

415-430 0 3 9 0 0 0 6 10 0 20 252 9 309

430-445 0 6 5 0 0 0 8 6 0 10 273 17 325

445-500 0 7 7 0 0 0 6 8 0 20 324 20 392

500-515 0 14 2 0 0 0 4 8 0 19 328 20 395

515-530 0 5 6 0 0 0 8 4 0 14 337 16 390

530-545 0 15 2 0 0 0 6 5 0 14 296 21 359

545-600 0 15 3 0 0 0 3 6 0 12 249 18 306

600-615 0 17 2 0 0 0 3 8 0 13 261 12 316

615-630 0 8 5 0 0 0 4 8 0 10 239 18 292

630-645 0 9 5 0 0 0 4 6 0 16 238 13 291

645-700 0 7 0 0 0 0 5 4 0 21 245 17 299

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-400 0 36 28 0 0 0 21 41 0 65 889 71 1151

315-415 0 38 29 0 0 0 21 35 0 60 932 56 1171

330-430 0 32 33 0 0 0 21 34 0 64 971 46 1201

345-445 0 25 35 0 0 0 26 29 0 61 1004 44 1224

400-500 0 24 30 0 0 0 26 29 0 62 1095 55 1321

415-515 0 30 23 0 0 0 24 32 0 69 1177 66 1421

430-530 0 32 20 0 0 0 26 26 0 63 1262 73 1502

445-545 0 41 17 0 0 0 24 25 0 67 1285 77 1536

500-600 0 49 13 0 0 0 21 23 0 59 1210 75 1450

515-615 0 52 13 0 0 0 20 23 0 53 1143 67 1371

530-630 0 55 12 0 0 0 16 27 0 49 1045 69 1273

545-645 0 49 15 0 0 0 14 28 0 51 987 61 1205

600-700 0 41 12 0 0 0 16 26 0 60 983 60 1198

PM PEAK HOUR

445-545 0

0 41 17 0

0

77

6TH STREET 1285 0 25 24

67

DAISY AVENUE

Page 184: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 6:30 AM TO 9:30 AM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W 6TH STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 0 70 8 0 0 0 2 25 0 7 66 8 186

645-700 0 97 8 0 0 0 10 29 0 10 78 9 241

700-715 0 87 11 0 0 0 3 38 0 8 115 8 270

715-730 0 129 11 0 0 0 10 26 0 11 140 11 338

730-745 0 103 10 0 0 0 2 45 0 11 182 17 370

745-800 0 132 20 0 0 0 6 36 0 11 204 21 430

800-815 0 118 15 0 0 0 14 55 0 13 136 27 378

815-830 0 117 17 0 0 0 9 44 0 10 145 32 374

830-845 0 104 8 0 0 0 7 42 0 7 128 12 308

845-900 0 86 14 0 0 0 13 44 0 9 125 8 299

900-915 0 86 12 0 0 0 10 47 0 15 109 13 292

915-930 0 72 17 0 0 0 8 28 0 15 110 9 259

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 0 383 38 0 0 0 25 118 0 36 399 36 1035

645-700 0 416 40 0 0 0 25 138 0 40 515 45 1219

700-800 0 451 52 0 0 0 21 145 0 41 641 57 1408

715-815 0 482 56 0 0 0 32 162 0 46 662 76 1516

730-830 0 470 62 0 0 0 31 180 0 45 667 97 1552

745-845 0 471 60 0 0 0 36 177 0 41 613 92 1490

800-900 0 425 54 0 0 0 43 185 0 39 534 79 1359

815-815 0 393 51 0 0 0 39 177 0 41 507 65 1273

830-930 0 348 51 0 0 0 38 161 0 46 472 42 1158

A.M. PEAK HOUR

730-830 0

0 470 62 0

0

97

6TH STREET 667 0 180 31

45

MAGNOLIA AVENUE

Page 185: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 3:00 PM TO 7:00 PM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W 6TH STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-315 0 62 13 0 0 0 15 74 0 10 173 22 369

315-330 0 80 20 0 0 0 10 52 0 6 217 16 401

330-345 0 61 14 0 0 0 16 60 0 12 211 20 394

345-400 0 64 18 0 0 0 11 52 0 8 214 20 387

400-415 0 27 20 0 0 0 16 69 0 15 249 19 415

415-430 0 84 26 0 0 0 10 82 0 10 232 23 467

430-445 0 62 21 0 0 0 24 87 0 7 249 24 474

445-500 0 66 27 0 0 0 24 86 0 10 298 24 535

500-515 0 73 23 0 0 0 27 97 0 9 299 29 557

515-530 0 65 24 0 0 0 17 63 0 15 333 28 545

530-545 0 67 23 0 0 0 12 52 0 14 247 15 430

545-600 0 64 21 0 0 0 11 55 0 14 250 24 439

600-615 0 58 21 0 0 0 10 72 0 9 250 20 440

615-630 0 51 20 0 0 0 13 39 0 11 208 23 365

630-645 0 44 16 0 0 0 8 31 0 9 215 18 341

645-700 0 32 24 0 0 0 11 36 0 5 246 12 366

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-400 0 267 65 0 0 0 52 238 0 36 815 78 1551

315-415 0 232 72 0 0 0 53 233 0 41 891 75 1597

330-430 0 236 78 0 0 0 53 263 0 45 906 82 1663

345-445 0 237 85 0 0 0 61 290 0 40 944 86 1743

400-500 0 239 94 0 0 0 74 324 0 42 1028 90 1891

415-515 0 285 97 0 0 0 85 352 0 36 1078 100 2033

430-530 0 266 95 0 0 0 92 333 0 41 1179 105 2111

445-545 0 271 97 0 0 0 80 298 0 48 1177 96 2067

500-600 0 269 91 0 0 0 67 267 0 52 1129 96 1971

515-615 0 254 89 0 0 0 50 242 0 52 1080 87 1854

530-630 0 240 85 0 0 0 46 218 0 48 955 82 1674

545-645 0 217 78 0 0 0 42 197 0 43 923 85 1585

600-700 0 185 81 0 0 0 42 178 0 34 919 73 1512

PM PEAK HOUR

430-530 0

0 266 95 0

0

105

6TH STREET 1179 0 333 92

41

MAGNOLIA AVENUE

Page 186: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 6:30 AM TO 9:30 AM

INTERSECTION: N/S DAISY AVENUE

E/W 7TH STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 15 4 0 4 272 5 0 2 7 0 0 0 309

645-700 13 6 0 9 299 4 0 1 9 0 0 0 341

700-715 17 2 0 2 287 4 0 4 8 0 0 0 324

715-730 20 3 0 9 330 7 0 6 17 0 0 0 392

730-745 30 8 0 6 349 13 0 9 12 0 0 0 427

745-800 15 12 0 6 297 10 0 11 10 0 0 0 361

800-815 21 9 0 10 326 15 0 20 19 0 0 0 420

815-830 32 11 0 11 275 17 0 19 10 0 0 0 375

830-845 12 16 0 13 203 9 0 16 10 0 0 0 279

845-900 8 9 0 6 136 12 0 7 8 0 0 0 186

900-915 7 5 0 5 160 9 0 5 6 0 0 0 197

915-930 5 6 0 9 130 3 0 7 7 0 0 0 167

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 65 15 0 24 1188 20 0 13 41 0 0 0 1366

645-700 80 19 0 26 1265 28 0 20 46 0 0 0 1484

700-800 82 25 0 23 1263 34 0 30 47 0 0 0 1504

715-815 86 32 0 31 1302 45 0 46 58 0 0 0 1600

730-830 98 40 0 33 1247 55 0 59 51 0 0 0 1583

745-845 80 48 0 40 1101 51 0 66 49 0 0 0 1435

800-900 73 45 0 40 940 53 0 62 47 0 0 0 1260

815-815 59 41 0 35 774 47 0 47 34 0 0 0 1037

830-930 32 36 0 33 629 33 0 35 31 0 0 0 829

A.M. PEAK HOUR

715-815 31

86 32 0 1302

45

0

7TH STREET 0 58 46 0

0

DAISY

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 3:00 PM TO 7:00 PM

INTERSECTION: N/S DAISY AVENUE

E/W 7TH STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-315 2 7 0 5 139 7 0 19 12 0 0 0 191

315-330 9 8 0 19 124 8 0 21 13 0 0 0 202

330-345 9 7 0 15 135 12 0 17 15 0 0 0 210

345-400 4 7 0 10 141 11 0 12 5 0 0 0 190

400-415 3 9 0 6 155 6 0 19 11 0 0 0 209

415-430 11 7 0 10 148 4 0 9 13 0 0 0 202

430-445 4 4 0 7 143 7 0 15 8 0 0 0 188

445-500 6 9 0 10 169 8 0 18 11 0 0 0 231

500-515 9 9 0 7 145 3 0 15 7 0 0 0 195

515-530 11 7 0 11 171 6 0 17 7 0 0 0 230

530-545 8 10 0 13 147 6 0 19 12 0 0 0 215

545-600 6 9 0 8 158 11 0 17 5 0 0 0 214

600-615 5 8 0 20 146 13 0 15 6 0 0 0 213

615-630 6 10 0 11 131 10 0 14 6 0 0 0 188

630-645 9 3 0 7 144 7 0 21 6 0 0 0 197

645-700 7 3 0 12 112 8 0 15 7 0 0 0 164

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-400 24 29 0 49 539 38 0 69 45 0 0 0 793

315-415 25 31 0 50 555 37 0 69 44 0 0 0 811

330-430 27 30 0 41 579 33 0 57 44 0 0 0 811

345-445 22 27 0 33 587 28 0 55 37 0 0 0 789

400-500 24 29 0 33 615 25 0 61 43 0 0 0 830

415-515 30 29 0 34 605 22 0 57 39 0 0 0 816

430-530 30 29 0 35 628 24 0 65 33 0 0 0 844

445-545 34 35 0 41 632 23 0 69 37 0 0 0 871

500-600 34 35 0 39 621 26 0 68 31 0 0 0 854

515-615 30 34 0 52 622 36 0 68 30 0 0 0 872

530-630 25 37 0 52 582 40 0 65 29 0 0 0 830

545-645 26 30 0 46 579 41 0 67 23 0 0 0 812

600-700 27 24 0 50 533 38 0 65 25 0 0 0 762

PM PEAK HOUR

515-615 52

30 34 0 622

36

0

7TH STREET 0 30 68 0

0

DAISY

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 6:30 AM TO 9:30 AM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W 7TH STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 14 39 0 11 231 40 0 22 12 0 0 0 369

645-700 9 41 0 9 260 51 0 19 24 0 0 0 413

700-715 10 50 0 18 287 49 0 28 19 0 0 0 461

715-730 17 68 0 22 325 60 0 23 17 0 0 0 532

730-745 23 82 0 19 303 48 0 42 25 0 0 0 542

745-800 24 86 0 20 305 40 0 42 14 0 0 0 531

800-815 25 98 0 26 293 44 0 63 17 0 0 0 566

815-830 17 72 0 10 269 46 0 56 19 0 0 0 489

830-845 10 72 0 11 214 44 0 43 14 0 0 0 408

845-900 5 56 0 6 167 38 0 37 13 0 0 0 322

900-915 9 77 0 16 133 27 0 48 16 0 0 0 326

915-930 3 54 0 8 119 25 0 26 6 0 0 0 241

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 50 198 0 60 1103 200 0 92 72 0 0 0 1775

645-700 59 241 0 68 1175 208 0 112 85 0 0 0 1948

700-800 74 286 0 79 1220 197 0 135 75 0 0 0 2066

715-815 89 334 0 87 1226 192 0 170 73 0 0 0 2171

730-830 89 338 0 75 1170 178 0 203 75 0 0 0 2128

745-845 76 328 0 67 1081 174 0 204 64 0 0 0 1994

800-900 57 298 0 53 943 172 0 199 63 0 0 0 1785

815-815 41 277 0 43 783 155 0 184 62 0 0 0 1545

830-930 27 259 0 41 633 134 0 154 49 0 0 0 1297

A.M. PEAK HOUR

715-815 87

89 334 0 1226

192

0

7TH STREET 0 73 170 0

0

MAGNOLIA AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 3:00 PM TO 7:00 PM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W 7TH STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-315 13 57 0 23 122 21 0 72 12 0 0 0 320

315-330 8 71 0 16 159 23 0 60 9 0 0 0 346

330-345 7 67 0 22 128 19 0 73 13 0 0 0 329

345-400 7 65 0 20 134 19 0 47 16 0 0 0 308

400-415 8 42 0 11 139 12 0 63 15 0 0 0 290

415-430 4 72 0 17 113 19 0 86 19 0 0 0 330

430-445 9 70 0 25 133 26 0 99 15 0 0 0 377

445-500 9 73 0 24 160 23 0 95 25 0 0 0 409

500-515 10 70 0 21 141 26 0 91 20 0 0 0 379

515-530 10 71 0 25 139 17 0 66 15 0 0 0 343

530-545 2 70 0 14 161 23 0 58 17 0 0 0 345

545-600 11 57 0 15 146 20 0 55 22 0 0 0 326

600-615 2 60 0 16 150 22 0 68 22 0 0 0 340

615-630 9 58 0 11 139 18 0 44 13 0 0 0 292

630-645 11 53 0 10 140 12 0 36 10 0 0 0 272

645-700 4 45 0 22 113 15 0 33 12 0 0 0 244

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-400 35 260 0 81 543 82 0 252 50 0 0 0 1303

315-415 30 245 0 69 560 73 0 243 53 0 0 0 1273

330-430 26 246 0 70 514 69 0 269 63 0 0 0 1257

345-445 28 249 0 73 519 76 0 295 65 0 0 0 1305

400-500 30 257 0 77 545 80 0 343 74 0 0 0 1406

415-515 32 285 0 87 547 94 0 371 79 0 0 0 1495

430-530 38 284 0 95 573 92 0 351 75 0 0 0 1508

445-545 31 284 0 84 601 89 0 310 77 0 0 0 1476

500-600 33 268 0 75 587 86 0 270 74 0 0 0 1393

515-615 25 258 0 70 596 82 0 247 76 0 0 0 1354

530-630 24 245 0 56 596 83 0 225 74 0 0 0 1303

545-645 33 228 0 52 575 72 0 203 67 0 0 0 1230

600-700 26 216 0 59 542 67 0 181 57 0 0 0 1148

PM PEAK HOUR

430-530 95

38 284 0 573

92

0

7TH STREET 0 75 351 0

0

MAGNOLIA AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 6:30 AM TO 9:30 AM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W 10TH STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 0 32 4 21 7 12 4 37 2 2 12 3 136

645-700 4 40 9 25 7 5 5 35 2 4 7 2 145

700-715 4 45 8 18 7 8 7 42 2 4 10 2 157

715-730 3 67 8 19 10 17 2 44 2 3 13 9 197

730-745 2 89 16 28 6 11 4 70 2 0 21 5 254

745-800 6 99 14 36 11 15 9 64 0 4 15 6 279

800-815 5 90 12 17 16 16 8 73 1 4 12 4 258

815-830 3 85 11 31 10 13 8 56 2 5 6 15 245

830-845 3 65 10 27 7 12 9 56 1 2 18 4 214

845-900 7 50 13 22 8 11 2 58 0 3 12 4 190

900-915 2 64 10 16 16 7 9 53 4 2 10 2 195

915-930 2 55 10 24 4 6 6 31 1 3 7 5 154

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 11 184 29 83 31 42 18 158 8 13 42 16 635

645-700 13 241 41 90 30 41 18 191 8 11 51 18 753

700-800 15 300 46 101 34 51 22 220 6 11 59 22 887

715-815 16 345 50 100 43 59 23 251 5 11 61 24 988

730-830 16 363 53 112 43 55 29 263 5 13 54 30 1036

745-845 17 339 47 111 44 56 34 249 4 15 51 29 996

800-900 18 290 46 97 41 52 27 243 4 14 48 27 907

815-815 15 264 44 96 41 43 28 223 7 12 46 25 844

830-930 14 234 43 89 35 36 26 198 6 10 47 15 753

A.M. PEAK HOUR

730-830 112

16 363 53 43

55

30

10TH STREET 54 5 263 29

13

MAGNOLIA AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 3:00 PM TO 7:00 PM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W 10TH STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-315 3 63 15 21 15 11 13 84 3 0 19 8 255

315-330 4 51 17 22 14 12 11 71 1 3 14 4 224

330-345 2 62 19 26 25 6 12 71 4 3 15 1 246

345-400 2 66 19 20 23 9 13 57 5 2 15 2 233

400-415 6 51 22 24 15 7 14 67 1 1 12 3 223

415-430 6 52 16 18 20 11 6 90 4 4 10 2 239

430-445 1 53 25 30 17 14 10 87 5 6 20 0 268

445-500 9 60 16 35 13 11 9 99 3 3 17 7 282

500-515 2 65 15 19 19 13 10 97 10 3 16 2 271

515-530 10 55 21 21 10 12 10 69 4 4 14 4 234

530-545 2 60 27 27 17 7 7 62 0 6 11 10 236

545-600 7 56 21 22 17 13 12 58 2 3 10 4 225

600-615 9 43 10 29 13 12 6 68 3 4 19 6 222

615-630 6 63 20 11 14 13 9 52 3 1 18 6 216

630-645 6 39 11 15 19 12 9 38 3 2 14 5 173

645-700 4 34 16 22 4 4 7 44 0 7 13 3 158

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-400 11 242 70 89 77 38 49 283 13 8 63 15 958

315-415 14 230 77 92 77 34 50 266 11 9 56 10 926

330-430 16 231 76 88 83 33 45 285 14 10 52 8 941

345-445 15 222 82 92 75 41 43 301 15 13 57 7 963

400-500 22 216 79 107 65 43 39 343 13 14 59 12 1012

415-515 18 230 72 102 69 49 35 373 22 16 63 11 1060

430-530 22 233 77 105 59 50 39 352 22 16 67 13 1055

445-545 23 240 79 102 59 43 36 327 17 16 58 23 1023

500-600 21 236 84 89 63 45 39 286 16 16 51 20 966

515-615 28 214 79 99 57 44 35 257 9 17 54 24 917

530-630 24 222 78 89 61 45 34 240 8 14 58 26 899

545-645 28 201 62 77 63 50 36 216 11 10 61 21 836

600-700 25 179 57 77 50 41 31 202 9 14 64 20 769

PM PEAK HOUR

415-515 102

18 230 72 69

49

11

10TH STREET 63 22 373 35

16

MAGNOLIA AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JULY 15, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S 9TH STREET

E/W PIER B STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 4 1 9 13 8 11 63 2 14 4 18 1 148

715-730 3 1 7 13 8 19 71 1 22 3 11 1 160

730-745 5 0 14 15 14 23 76 4 16 6 13 1 187

745-800 6 3 16 16 10 16 47 0 21 4 11 1 151

800-815 1 0 5 14 2 20 51 3 18 9 8 0 131

815-830 2 0 12 31 13 26 38 3 13 4 0 0 142

830-845 0 0 2 21 11 31 46 2 16 12 10 1 152

845-900 1 0 9 12 9 42 41 8 15 12 6 0 155

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 18 5 46 57 40 69 257 7 73 17 53 4 646

715-815 15 4 42 58 34 78 245 8 77 22 43 3 629

730-830 14 3 47 76 39 85 212 10 68 23 32 2 611

745-845 9 3 35 82 36 93 182 8 68 29 29 2 576

800-900 4 0 28 78 35 119 176 16 62 37 24 1 580

AM PEAK HOUR

700-800 57

18 5 46 40

69

4

PIER B STREET 53 73 7 257

17

9TH STREET

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JULY 15, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S 9TH STREET

E/W PIER B STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 11 33 16 59 37 18 39 11 16 2 242

1115-1130 1 4 6 29 17 49 45 4 22 8 17 1 203

1130-1145 1 5 4 30 10 46 57 7 19 19 15 1 214

1145-1200 5 1 6 36 16 47 37 5 21 6 7 0 187

1200-1215 0 0 6 32 14 41 51 3 22 6 8 0 183

1215-1230 1 0 7 28 12 40 48 4 27 3 8 0 178

1230-1245 0 0 14 40 13 42 64 3 21 8 7 1 213

1245-100 1 1 15 38 19 30 58 2 40 9 5 0 218

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 7 10 27 128 59 201 176 34 101 44 55 4 846

1115-1215 7 10 22 127 57 183 190 19 84 39 47 2 787

1130-1230 7 6 23 126 52 174 193 19 89 34 38 1 762

1145-1245 6 1 33 136 55 170 200 15 91 23 30 1 761

1200-100 2 1 42 138 58 153 221 12 110 26 28 1 792

MD PEAK HOUR

1100-1200 128

7 10 27 59

201

4

PIER B STREET 55 101 34 176

44

9TH STREET

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JULY 15, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S 9TH STREET

E/W PIER B STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 3 59 13 63 40 5 18 23 11 1 236

415-430 0 0 1 39 13 61 48 0 21 38 3 2 226

430-445 0 2 2 53 15 68 37 3 22 39 7 2 250

445-500 0 0 1 42 18 65 31 3 10 20 5 0 195

500-515 0 0 0 28 13 30 29 1 11 2 12 3 129

515-530 0 0 0 22 3 21 47 1 18 4 3 1 120

530-545 0 0 0 10 9 24 30 1 20 2 1 3 100

545-600 0 0 0 16 10 24 40 3 15 2 0 0 110

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 2 7 193 59 257 156 11 71 120 26 5 907

415-515 0 2 4 162 59 224 145 7 64 99 27 7 800

430-530 0 2 3 145 49 184 144 8 61 65 27 6 694

445-545 0 0 1 102 43 140 137 6 59 28 21 7 544

500-600 0 0 0 76 35 99 146 6 64 10 16 7 459

PM PEAK HOUR

400-500 193

0 2 7 59

257

5

PIER B STREET 26 71 11 156

120

9TH STREET

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 6:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W ANAHEIM STREET

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 14 0 0 0 0 14 28 1 0 2 0 31 1 1 0 0 0 2

615-630 12 0 0 2 0 14 48 2 1 3 0 54 2 0 0 0 0 2

630-645 32 2 0 1 0 35 43 1 2 7 0 53 1 0 0 0 0 1

645-700 24 0 0 3 1 28 28 1 0 1 0 30 2 0 0 0 0 2

700-715 33 3 0 1 0 37 36 2 1 6 1 46 0 0 0 0 1 1

715-730 31 5 0 2 0 38 32 8 0 4 2 46 2 0 0 0 0 2

730-745 40 0 0 1 1 42 32 4 1 5 1 43 2 1 0 0 0 3

745-800 64 0 0 2 1 67 34 7 0 0 2 43 2 0 0 0 0 2

800-815 26 4 1 0 1 32 17 5 0 3 2 27 3 0 0 0 0 3

815-830 16 1 0 0 0 17 11 3 0 3 4 21 1 0 0 0 0 1

830-845 20 0 0 4 2 26 15 1 0 2 3 21 0 0 0 0 0 0

845-900 23 0 0 1 0 24 17 6 0 5 2 30 0 0 0 0 0 0

HOUR TOTALS

600-700 82 2 0 6 1 91 147 5 3 13 0 168 6 1 0 0 0 7

615-715 101 5 0 7 1 114 155 6 4 17 1 183 5 0 0 0 1 6

630-730 120 10 0 7 1 138 139 12 3 18 3 175 5 0 0 0 1 6

645-745 128 8 0 7 2 145 128 15 2 16 4 165 6 1 0 0 1 8

700-800 168 8 0 6 2 184 134 21 2 15 6 178 6 1 0 0 1 8

715-815 161 9 1 5 3 179 115 24 1 12 7 159 9 1 0 0 0 10

730-830 146 5 1 3 3 158 94 19 1 11 9 134 8 1 0 0 0 9

745-845 126 5 1 6 4 142 77 16 0 8 11 112 6 0 0 0 0 6

800-900 85 5 1 5 3 99 60 15 0 13 11 99 4 0 0 0 0 4

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 90 4 0 0 0 94 78 3 0 2 0 83

615-630 5 0 0 0 0 5 93 0 1 0 0 94 110 3 0 3 3 119

630-645 2 0 0 0 0 2 149 0 0 0 0 149 65 1 0 1 3 70

645-700 1 0 0 0 0 1 183 0 2 0 0 185 82 0 0 0 3 85

700-715 0 0 0 0 0 0 115 1 0 0 2 118 41 0 0 1 4 46

715-730 2 0 0 0 0 2 159 1 0 4 0 164 62 0 0 1 2 65

730-745 3 0 0 0 1 4 146 7 1 1 3 158 43 1 0 1 4 49

745-800 1 0 0 0 0 1 172 8 0 1 5 186 59 4 0 1 3 67

800-815 1 1 0 0 0 2 189 13 1 2 2 207 37 4 2 3 1 47

815-830 1 0 1 0 0 2 131 10 2 1 0 144 26 4 0 1 3 34

830-845 1 0 1 0 0 2 124 7 1 2 1 135 29 3 0 5 2 39

845-900 1 0 0 0 0 1 96 17 2 0 1 116 22 3 0 0 3 28

HOUR TOTALS

600-700 8 0 0 0 0 8 515 4 3 0 0 522 335 7 0 6 9 357

615-715 8 0 0 0 0 8 540 1 3 0 2 546 298 4 0 5 13 320

630-730 5 0 0 0 0 5 606 2 2 4 2 616 250 1 0 3 12 266

645-745 6 0 0 0 1 7 603 9 3 5 5 625 228 1 0 3 13 245

700-800 6 0 0 0 1 7 592 17 1 6 10 626 205 5 0 4 13 227

715-815 7 1 0 0 1 9 666 29 2 8 10 715 201 9 2 6 10 228

730-830 6 1 1 0 1 9 638 38 4 5 10 695 165 13 2 6 11 197

745-845 4 1 2 0 0 7 616 38 4 6 8 672 151 15 2 10 9 187

800-900 4 1 2 0 0 7 540 47 6 5 4 602 114 14 2 9 9 148

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 18 2 0 6 0 26 0 0 0 0 1 1 0 0 0 0 0 0

215-230 25 3 1 4 6 39 7 0 0 0 0 7 3 0 0 0 0 3

230-245 24 0 0 3 5 32 6 2 0 1 0 9 4 0 0 0 0 4

245-300 75 5 0 9 3 92 8 1 0 4 0 13 2 0 0 0 0 2

300-315 66 2 0 4 1 73 9 1 0 2 0 12 2 0 0 0 1 3

315-330 55 12 0 12 6 85 11 3 0 2 0 16 7 0 0 0 0 7

330-345 28 15 0 7 6 56 8 7 1 6 2 24 7 0 0 0 0 7

345-400 34 16 0 13 2 65 21 2 0 6 2 31 8 0 0 1 1 10

400-415 29 6 0 12 3 50 10 2 0 6 1 19 3 0 0 0 0 3

415-430 24 6 0 9 3 42 12 4 0 7 1 24 2 0 0 0 0 2

430-445 13 9 0 8 5 35 8 2 1 8 2 21 0 0 0 0 0 0

445-500 15 5 1 4 6 31 10 1 1 4 1 17 2 0 0 0 0 2

HOUR TOTALS

200-300 142 10 1 22 14 189 21 3 0 5 1 30 9 0 0 0 0 9

215-315 190 10 1 20 15 236 30 4 0 7 0 41 11 0 0 0 1 12

230-330 220 19 0 28 15 282 34 7 0 9 0 50 15 0 0 0 1 16

245-345 224 34 0 32 16 306 36 12 1 14 2 65 18 0 0 0 1 19

300-400 183 45 0 36 15 279 49 13 1 16 4 83 24 0 0 1 2 27

315-415 146 49 0 44 17 256 50 14 1 20 5 90 25 0 0 1 1 27

330-430 115 43 0 41 14 213 51 15 1 25 6 98 20 0 0 1 1 22

345-445 100 37 0 42 13 192 51 10 1 27 6 95 13 0 0 1 1 15

400-500 81 26 1 33 17 158 40 9 2 25 5 81 7 0 0 0 0 7

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 4 0 0 1 0 5 63 1 0 9 2 75 5 0 0 0 0 5

615-630 2 0 0 0 0 2 79 5 0 12 4 100 4 5 0 1 0 10

630-645 4 1 0 0 0 5 97 6 0 11 0 114 9 1 0 1 0 11

645-700 4 1 0 0 0 5 132 15 0 11 3 161 6 0 0 2 0 8

700-715 4 0 0 0 0 4 149 18 0 12 3 182 10 1 0 0 1 12

715-730 3 0 0 0 1 4 116 27 0 5 10 158 10 0 0 0 1 11

730-745 1 1 0 0 0 2 144 17 2 6 5 174 10 0 0 1 0 11

745-800 4 0 0 1 0 5 153 22 1 13 15 204 22 1 0 4 0 27

800-815 2 0 1 0 0 3 127 23 2 12 10 174 16 1 0 1 2 20

815-830 2 0 0 0 0 2 111 17 0 8 9 145 11 2 0 0 0 13

830-845 1 1 0 0 0 2 125 18 0 13 2 158 10 3 0 0 0 13

845-900 3 1 0 0 0 4 131 12 1 12 5 161 14 3 0 1 0 18

HOUR TOTALS

600-700 14 2 0 1 0 17 371 27 0 43 9 450 24 6 0 4 0 34

615-715 14 2 0 0 0 16 457 44 0 46 10 557 29 7 0 4 1 41

630-730 15 2 0 0 1 18 494 66 0 39 16 615 35 2 0 3 2 42

645-745 12 2 0 0 1 15 541 77 2 34 21 675 36 1 0 3 2 42

700-800 12 1 0 1 1 15 562 84 3 36 33 718 52 2 0 5 2 61

715-815 10 1 1 1 1 14 540 89 5 36 40 710 58 2 0 6 3 69

730-830 9 1 1 1 0 12 535 79 5 39 39 697 59 4 0 6 2 71

745-845 9 1 1 1 0 12 516 80 3 46 36 681 59 7 0 5 2 73

800-900 8 2 1 0 0 11 494 70 3 45 26 638 51 9 0 2 2 64

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: TUESDAY SEPTEMBER 16, 2008

PERIOD: 2:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W ANAHEIM STREET

1 2 3 4

SBRT SBTH SBLT WBRT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 30 2 0 0 2 34 15 3 0 15 8 41 1 0 0 0 0 1 4 0 1 0 0 5

215-230 21 3 1 0 2 27 15 5 0 8 4 32 2 0 0 0 0 2 5 0 0 3 2 10

230-245 43 9 0 1 2 55 20 6 0 15 3 44 2 0 0 0 0 2 8 2 0 1 2 13

245-300 27 3 0 3 0 33 12 2 0 15 4 33 1 0 0 0 0 1 5 0 0 0 0 5

300-315 26 2 1 2 1 32 19 5 0 10 6 40 3 0 0 0 0 3 5 0 0 1 0 6

315-330 33 3 0 3 1 40 14 2 0 10 6 32 0 0 0 0 0 0 4 1 0 0 2 7

330-345 31 1 0 4 0 36 29 7 2 8 1 47 5 0 0 1 0 6 2 2 0 0 0 4

345-400 41 7 0 2 1 51 44 5 0 12 2 63 2 0 0 0 0 2 5 1 0 0 0 6

400-415 34 7 0 4 2 47 52 6 0 10 1 69 2 1 1 0 0 4 2 4 0 1 0 7

415-430 43 4 0 4 1 52 51 4 2 9 0 66 5 1 0 0 0 6 2 1 0 1 0 4

430-445 50 4 0 4 2 60 58 6 0 9 0 73 2 0 0 1 0 3 4 1 0 2 0 7

445-500 31 3 0 2 1 37 26 4 0 4 0 34 7 1 0 1 0 9 5 0 0 0 0 5

500-515 51 8 1 4 7 71 34 5 0 15 1 55 5 0 0 0 0 5 6 1 0 1 1 9

515-530 36 4 0 3 1 44 23 5 1 11 2 42 9 0 0 0 0 9 8 1 0 0 0 9

530-545 33 1 0 4 1 39 31 10 0 13 0 54 5 0 0 0 0 5 1 1 0 0 0 2

545-600 24 3 0 1 1 29 27 5 0 7 0 39 6 0 0 0 0 6 3 0 0 0 0 3

HOUR TOTALS

200-300 121 17 1 4 6 149 62 16 0 53 19 150 6 0 0 0 0 6 22 2 1 4 4 33

215-315 117 17 2 6 5 147 66 18 0 48 17 149 8 0 0 0 0 8 23 2 0 5 4 34

230-330 129 17 1 9 4 160 65 15 0 50 19 149 6 0 0 0 0 6 22 3 0 2 4 31

245-345 117 9 1 12 2 141 74 16 2 43 17 152 9 0 0 1 0 10 16 3 0 1 2 22

300-400 131 13 1 11 3 159 106 19 2 40 15 182 10 0 0 1 0 11 16 4 0 1 2 23

315-415 139 18 0 13 4 174 139 20 2 40 10 211 9 1 1 1 0 12 13 8 0 1 2 24

330-430 149 19 0 14 4 186 176 22 4 39 4 245 14 2 1 1 0 18 11 8 0 2 0 21

345-445 168 22 0 14 6 210 205 21 2 40 3 271 11 2 1 1 0 15 13 7 0 4 0 24

400-500 158 18 0 14 6 196 187 20 2 32 1 242 16 3 1 2 0 22 13 6 0 4 0 23

415-515 175 19 1 14 11 220 169 19 2 37 1 228 19 2 0 2 0 23 17 3 0 4 1 25

430-530 168 19 1 13 11 212 141 20 1 39 3 204 23 1 0 2 0 26 23 3 0 3 1 30

445-545 151 16 1 13 10 191 114 24 1 43 3 185 26 1 0 1 0 28 20 3 0 1 1 25

500-600 144 16 1 12 10 183 115 25 1 46 3 190 25 0 0 0 0 25 20 4 0 1 1 26

5 6 7 8

WBTH WBLT NBRT NBTH

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 136 19 2 3 5 165 25 6 0 10 5 46 29 5 0 12 3 49 12 13 0 5 1 31

215-230 163 16 1 14 3 197 32 5 1 9 2 49 31 5 1 11 1 49 14 9 0 2 1 26

230-245 139 8 0 10 3 160 22 4 0 6 5 37 51 10 0 4 6 71 15 12 0 2 1 30

245-300 137 18 1 10 3 169 24 8 0 10 2 44 46 9 0 3 5 63 6 4 0 6 0 16

300-315 145 9 0 8 2 164 22 4 0 5 3 34 39 6 0 8 0 53 13 4 0 4 1 22

315-330 148 18 0 3 5 174 31 6 0 9 4 50 46 8 0 7 5 66 12 8 0 4 0 24

330-345 197 10 0 12 3 222 28 9 2 11 2 52 59 8 2 8 2 79 22 10 0 5 0 37

345-400 182 30 2 9 0 223 34 5 1 6 2 48 39 9 0 5 3 56 11 8 0 3 0 22

400-415 209 19 0 10 3 241 32 4 0 12 2 50 68 10 0 8 2 88 15 8 0 4 0 27

415-430 185 30 2 11 1 229 48 10 0 7 1 66 116 11 1 7 4 139 30 4 0 5 0 39

430-445 232 20 0 11 3 266 45 7 2 4 3 61 143 11 0 7 2 163 39 12 0 4 2 57

445-500 205 10 0 5 4 224 24 3 0 10 2 39 126 7 0 3 3 139 33 1 1 1 0 36

500-515 219 7 0 3 2 231 27 6 0 3 2 38 165 8 0 8 0 181 32 2 0 2 1 37

515-530 139 5 1 8 0 153 20 2 0 3 3 28 152 6 0 8 4 170 26 2 0 3 0 31

530-545 151 4 0 4 1 160 18 6 2 8 0 34 146 15 0 16 5 182 20 4 0 6 0 30

545-600 116 5 0 2 1 124 14 1 0 6 2 23 88 10 1 7 1 107 11 5 0 2 0 18

HOUR TOTALS

200-300 575 61 4 37 14 691 103 23 1 35 14 176 157 29 1 30 15 232 47 38 0 15 3 103

215-315 584 51 2 42 11 690 100 21 1 30 12 164 167 30 1 26 12 236 48 29 0 14 3 94

230-330 569 53 1 31 13 667 99 22 0 30 14 165 182 33 0 22 16 253 46 28 0 16 2 92

245-345 627 55 1 33 13 729 105 27 2 35 11 180 190 31 2 26 12 261 53 26 0 19 1 99

300-400 672 67 2 32 10 783 115 24 3 31 11 184 183 31 2 28 10 254 58 30 0 16 1 105

315-415 736 77 2 34 11 860 125 24 3 38 10 200 212 35 2 28 12 289 60 34 0 16 0 110

330-430 773 89 4 42 7 915 142 28 3 36 7 216 282 38 3 28 11 362 78 30 0 17 0 125

345-445 808 99 4 41 7 959 159 26 3 29 8 225 366 41 1 27 11 446 95 32 0 16 2 145

400-500 831 79 2 37 11 960 149 24 2 33 8 216 453 39 1 25 11 529 117 25 1 14 2 159

415-515 841 67 2 30 10 950 144 26 2 24 8 204 550 37 1 25 9 622 134 19 1 12 3 169

430-530 795 42 1 27 9 874 116 18 2 20 10 166 586 32 0 26 9 653 130 17 1 10 3 161

445-545 714 26 1 20 7 768 89 17 2 24 7 139 589 36 0 35 12 672 111 9 1 12 1 134

500-600 691 46 3 24 3 767 99 19 3 20 7 148 551 39 1 39 10 640 89 13 0 13 1 116

9 10 11 12

NBLT EBRT EBTH WBLT

15-MIN COUNTS AUTOS DELIVERY 2 AXLE 3 AXLE 4+ AXLE TOTAL AUTOS DELIVERY 2 AXLE 3 AXLE 4+ AXLE TOTAL AUTOS DELIVERY 2 AXLE 3 AXLE 4+ AXLE TOTAL AUTOS DELIVERY 2 AXLE 3 AXLE 4+ AXLE TOTAL

200-215 3 1 0 0 0 4 3 0 0 0 0 3 138 6 0 8 3 155 22 0 0 0 1 23

215-230 4 0 0 0 0 4 5 0 0 0 0 5 124 5 0 1 3 133 15 2 0 1 0 18

230-245 5 2 0 0 0 7 0 1 0 0 1 2 132 15 1 7 4 159 26 1 0 0 1 28

245-300 2 1 0 0 0 3 2 0 0 0 0 2 138 6 0 10 5 159 36 3 0 1 0 40

300-315 2 0 0 0 1 3 2 1 0 0 0 3 149 8 0 7 5 169 20 1 0 0 1 22

315-330 2 1 0 0 0 3 1 0 0 0 0 1 134 15 0 2 3 154 21 1 0 1 0 23

330-345 0 0 0 1 1 2 1 1 0 0 0 2 194 8 0 6 4 212 19 2 0 2 2 25

345-400 1 0 0 0 1 2 5 0 0 0 0 5 184 3 0 9 1 197 14 2 1 1 0 18

400-415 0 1 0 1 0 2 0 1 0 0 1 2 194 8 0 4 0 206 26 0 0 0 1 27

415-430 1 0 0 0 0 1 0 0 0 0 0 0 179 11 3 7 2 202 20 2 0 0 0 22

430-445 1 0 0 0 0 1 1 0 0 0 0 1 225 19 0 4 0 248 28 1 0 0 1 30

445-500 2 0 0 0 0 2 3 0 0 0 0 3 207 10 0 5 3 225 27 1 0 1 0 29

500-515 4 0 0 0 0 4 5 1 0 1 0 7 237 11 0 4 1 253 33 2 0 0 0 35

515-530 2 0 0 0 0 2 2 0 0 0 0 2 217 7 0 2 4 230 21 5 0 3 0 29

530-545 2 0 0 0 0 2 2 0 0 0 0 2 238 9 0 4 1 252 29 2 0 0 0 31

545-600 5 0 0 0 0 5 1 0 0 0 0 1 173 16 0 8 0 197 16 1 0 1 0 18

HOUR TOTALS

200-300 14 4 0 0 0 18 10 1 0 0 1 12 532 32 1 26 15 606 99 6 0 2 2 109

215-315 13 3 0 0 1 17 7 2 0 0 2 11 588 34 1 22 12 657 103 6 0 2 2 113

230-330 11 4 0 0 1 16 4 2 0 0 1 7 598 40 4 31 16 689 102 7 0 1 2 112

245-345 6 2 0 1 2 11 6 1 0 0 0 7 646 48 0 23 13 730 105 6 0 2 2 115

300-400 5 1 0 1 3 10 7 2 0 0 0 9 684 41 0 20 15 760 87 5 0 4 3 99

315-415 3 2 0 2 2 9 12 2 0 1 0 15 749 37 0 21 9 816 87 7 1 4 2 101

330-430 2 1 0 2 2 7 8 2 0 0 1 11 789 26 0 21 9 845 80 9 1 6 3 99

345-445 3 1 0 1 1 6 7 1 0 0 1 9 795 31 3 24 4 857 89 6 1 1 1 98

400-500 4 1 0 1 0 6 2 1 0 0 1 4 771 54 3 23 2 853 90 4 0 1 2 97

415-515 8 0 0 0 0 8 4 0 0 0 0 4 611 40 3 16 5 675 75 4 0 1 1 81

430-530 9 0 0 0 0 9 19 2 0 1 1 23 1201 72 1 39 19 1332 187 10 0 3 3 203

445-545 10 0 0 0 0 10 17 3 0 1 2 23 1249 62 1 33 20 1365 184 14 0 6 2 206

500-600 13 0 0 0 0 13 10 1 0 1 0 12 865 43 0 18 6 932 99 10 0 4 0 113

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 6:30 AM TO 9:30 AM

INTERSECTION: N/S SANTE FE

E/W ANAHEIM STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 26 23 27 41 253 1 5 30 9 3 103 14 535

645-700 30 36 30 68 268 12 10 31 10 3 120 21 639

700-715 35 28 27 81 241 4 5 34 6 4 140 16 621

715-730 22 38 56 124 283 11 9 60 5 0 139 13 760

730-745 24 62 59 105 237 6 10 113 15 4 163 20 818

745-800 49 72 60 116 243 15 12 70 14 2 182 13 848

800-815 27 39 49 72 203 25 10 50 8 2 123 10 618

815-830 36 39 46 72 199 23 7 30 7 2 135 12 608

830-845 39 46 50 87 167 53 9 47 9 4 156 20 687

845-900 26 34 38 60 174 11 4 22 3 1 138 15 526

900-915 37 26 30 38 153 6 5 24 2 1 117 19 458

915-930 27 26 21 37 170 6 9 26 8 2 129 16 477

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

630-645 113 125 140 314 1045 28 29 155 30 10 502 64 2555

645-700 111 164 172 378 1029 33 34 238 36 11 562 70 2838

700-800 130 200 202 426 1004 36 36 277 40 10 624 62 3047

715-815 122 211 224 417 966 57 41 293 42 8 607 56 3044

730-830 136 212 214 365 882 69 39 263 44 10 603 55 2892

745-845 151 196 205 347 812 116 38 197 38 10 596 55 2761

800-900 128 158 183 291 743 112 30 149 27 9 552 57 2439

815-815 138 145 164 257 693 93 25 123 21 8 546 66 2279

830-930 129 132 139 222 664 76 27 119 22 8 540 70 2148

A.M. PEAK HOUR

700-800 426

130 200 202 1004

36

62

ANAHEIM STREET 624 40 277 36

10

SANTE FE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: ITERIS

PROJECT: LONG BEACH TRAFFIC COUNTS

DATE: TUESDAY OCTOBER 30, 2007

PERIOD: 3:00 PM TO 7:00 PM

INTERSECTION: N/S SANTE FE

E/W ANAHEIM STREET

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-315 22 62 68 69 174 16 10 79 5 2 173 24 704

315-330 36 57 62 53 173 3 14 50 6 3 167 22 646

330-345 33 65 51 51 155 7 22 49 7 9 215 30 694

345-400 23 34 36 38 218 6 10 34 11 7 225 25 667

400-415 48 70 48 60 206 3 8 41 1 2 217 27 731

415-430 42 45 44 65 195 15 3 47 9 4 235 31 735

430-445 44 57 68 70 230 13 17 84 11 1 274 23 892

445-500 26 63 60 65 190 6 17 58 8 2 283 28 806

500-515 40 62 62 63 151 5 28 86 7 7 315 31 857

515-530 30 44 65 64 164 4 19 89 9 3 289 25 805

530-545 24 48 61 55 176 8 14 38 4 5 291 22 746

545-600 25 35 57 42 129 3 4 29 5 1 220 24 574

600-615 14 19 45 34 143 3 4 30 4 1 237 16 550

615-630 15 21 41 25 131 2 5 11 4 2 196 29 482

630-645 30 14 20 25 122 1 7 18 3 3 187 22 452

645-700 16 24 22 45 131 3 5 6 3 0 150 18 423

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

300-400 114 218 217 211 720 32 56 212 29 21 780 101 2711

315-415 140 226 197 202 752 19 54 174 25 21 824 104 2738

330-430 146 214 179 214 774 31 43 171 28 22 892 113 2827

345-445 157 206 196 233 849 37 38 206 32 14 951 106 3025

400-500 160 235 220 260 821 37 45 230 29 9 1009 109 3164

415-515 152 227 234 263 766 39 65 275 35 14 1107 113 3290

430-530 140 226 255 262 735 28 81 317 35 13 1161 107 3360

445-545 120 217 248 247 681 23 78 271 28 17 1178 106 3214

500-600 119 189 245 224 620 20 65 242 25 16 1115 102 2982

515-615 93 146 228 195 612 18 41 186 22 10 1037 87 2675

530-630 78 123 204 156 579 16 27 108 17 9 944 91 2352

545-645 84 89 163 126 525 9 20 88 16 7 840 91 2058

600-700 75 78 128 129 527 9 21 65 14 6 770 85 1907

PM PEAK HOUR

430-530 262

140 226 255 735

28

107

ANAHEIM STREET 1161 35 317 81

13

SANTE FE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W ANAHIEM STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 22 39 18 15 256 15 10 49 38 8 126 15 611

715-730 18 52 15 15 295 10 14 41 42 14 165 11 692

730-745 24 58 13 10 242 13 15 69 41 19 168 7 679

745-800 15 68 10 19 257 20 19 63 31 24 179 10 715

800-815 10 78 17 10 249 11 18 54 31 14 164 8 664

815-830 16 71 26 21 212 17 18 44 29 13 146 10 623

830-845 17 58 22 11 203 27 13 52 31 14 147 11 606

845-900 6 47 11 8 151 13 7 50 34 11 160 13 511

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 79 217 56 59 1050 58 58 222 152 65 638 43 2697

715-815 67 256 55 54 1043 54 66 227 145 71 676 36 2750

730-830 65 275 66 60 960 61 70 230 132 70 657 35 2681

745-845 58 275 75 61 921 75 68 213 122 65 636 39 2608

800-900 49 254 76 50 815 68 56 200 125 52 617 42 2404

AM PEAK HOUR

715-815 54

67 256 55 1043

54

36

ANAHIEM STREET 676 145 227 66

71

MAGNOLIA AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W ANAHIEM AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 19 65 30 21 230 20 19 45 23 17 208 19 716

1115-1130 10 93 39 29 237 25 16 43 28 14 213 16 763

1130-1145 14 47 26 22 172 16 14 51 36 13 237 21 669

1145-1200 13 47 24 17 192 14 15 34 23 16 208 16 619

1200-1215 18 48 24 18 190 20 10 45 23 21 201 6 624

1215-1230 13 46 11 10 190 16 13 46 29 13 173 12 572

1230-1245 16 58 16 12 189 14 10 41 31 17 171 11 586

1245-100 12 49 19 17 192 10 14 47 32 19 164 17 592

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 56 252 119 89 831 75 64 173 110 60 866 72 2767

1115-1215 55 235 113 86 791 75 55 173 110 64 859 59 2675

1130-1230 58 188 85 67 744 66 52 176 111 63 819 55 2484

1145-1245 60 199 75 57 761 64 48 166 106 67 753 45 2401

1200-100 59 201 70 57 761 60 47 179 115 70 709 46 2374

MD PEAK HOUR

1100-1200 89

56 252 119 831

75

72

ANAHIEM AVENUE 866 110 173 64

60

MAGNOLIA AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W ANAHIEM AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 9 51 22 10 209 26 24 69 31 32 292 21 796

415-430 10 46 13 19 189 20 14 55 28 23 279 17 713

430-445 7 65 21 13 196 10 16 61 27 22 307 21 766

445-500 10 45 26 12 180 20 15 58 23 29 316 33 767

500-515 12 55 15 12 199 20 23 76 35 20 328 35 830

515-530 4 46 23 19 164 17 19 58 33 21 297 16 717

530-545 9 57 16 10 163 14 14 56 21 34 234 10 638

545-600 5 56 6 11 169 26 18 44 22 15 231 12 615

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 36 207 82 54 774 76 69 243 109 106 1194 92 3042

415-515 39 211 75 56 764 70 68 250 113 94 1230 106 3076

430-530 33 211 85 56 739 67 73 253 118 92 1248 105 3080

445-545 35 203 80 53 706 71 71 248 112 104 1175 94 2952

500-600 30 214 60 52 695 77 74 234 111 90 1090 73 2800

PM PEAK HOUR

430-530 56

33 211 85 739

67

105

ANAHIEM AVENUE 1248 118 253 73

92

MAGNOLIA AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S PACIFIC AVENUE

E/W ANAHEIM AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 7 53 13 10 214 11 13 78 12 16 135 11 573

715-730 12 78 20 10 243 12 11 99 24 23 191 17 740

730-745 15 125 34 17 257 13 17 96 31 21 195 10 831

745-800 13 122 48 23 268 25 11 81 25 20 154 11 801

800-815 6 146 27 10 220 21 12 52 23 22 147 10 696

815-830 8 109 20 15 217 24 14 49 18 21 140 14 649

830-845 9 109 26 18 199 20 5 71 19 17 174 19 686

845-900 4 113 22 7 173 16 11 71 19 14 181 9 640

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 47 378 115 60 982 61 52 354 92 80 675 49 2945

715-815 46 471 129 60 988 71 51 328 103 86 687 48 3068

730-830 42 502 129 65 962 83 54 278 97 84 636 45 2977

745-845 36 486 121 66 904 90 42 253 85 80 615 54 2832

800-900 27 477 95 50 809 81 42 243 79 74 642 52 2671

AM PEAK HOUR

715-815 60

46 471 129 988

71

48

ANAHEIM AVENUE 687 103 328 51

86

PACIFIC AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S PACIFIC AVENUE

E/W ANAHEIM AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 12 76 17 17 184 8 15 40 13 6 202 9 599

1115-1130 12 74 24 21 204 13 5 37 10 13 215 9 637

1130-1145 9 56 18 10 192 10 10 73 19 14 217 19 647

1145-1200 8 74 20 18 217 10 19 69 23 25 196 28 707

1200-1215 8 75 19 16 190 9 10 72 17 16 196 15 643

1215-1230 11 77 20 14 199 19 10 42 14 10 158 15 589

1230-1245 18 69 27 8 201 19 18 67 18 15 176 24 660

1245-100 9 64 17 18 191 16 11 67 26 14 182 15 630

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 41 280 79 66 797 41 49 219 65 58 830 65 2590

1115-1215 37 279 81 65 803 42 44 251 69 68 824 71 2634

1130-1230 36 282 77 58 798 48 49 256 73 65 767 77 2586

1145-1245 45 295 86 56 807 57 57 250 72 66 726 82 2599

1200-100 46 285 83 56 781 63 49 248 75 55 712 69 2522

MD PEAK HOUR

1115-1215 65

37 279 81 803

42

71

ANAHEIM AVENUE 824 69 251 44

68

PACIFIC AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S PACIFIC AVENUE

E/W ANAHEIM AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 8 95 26 15 196 14 14 95 14 23 255 22 777

415-430 2 83 33 19 203 14 12 89 12 13 283 11 774

430-445 10 109 30 16 226 22 16 119 17 14 311 17 907

445-500 8 101 25 10 210 10 10 107 21 19 330 29 880

500-515 12 114 42 13 239 14 25 134 12 16 319 25 965

515-530 11 77 22 22 175 21 24 120 13 14 299 26 824

530-545 10 80 21 15 170 11 14 105 16 19 250 16 727

545-600 10 95 21 16 168 12 18 92 25 14 246 20 737

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 28 388 114 60 835 60 52 410 64 69 1179 79 3338

415-515 32 407 130 58 878 60 63 449 62 62 1243 82 3526

430-530 41 401 119 61 850 67 75 480 63 63 1259 97 3576

445-545 41 372 110 60 794 56 73 466 62 68 1198 96 3396

500-600 43 366 106 66 752 58 81 451 66 63 1114 87 3253

PM PEAK HOUR

430-530 61

41 401 119 850

67

97

ANAHEIM AVENUE 1259 63 480 75

63

PACIFIC AVENUE

Page 205: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ANAHEIM AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 12 78 17 19 241 1 8 83 37 16 154 0 666

715-730 11 69 18 18 255 1 8 81 28 15 162 0 666

730-745 13 125 26 22 288 3 13 116 25 22 184 0 837

745-800 16 122 35 27 244 0 18 102 30 19 192 0 805

800-815 12 175 30 40 252 6 22 102 39 17 175 0 870

815-830 16 144 25 27 229 0 14 95 30 20 156 0 756

830-845 29 164 39 40 215 3 16 94 29 21 154 0 804

845-900 17 126 27 24 183 4 11 83 17 20 155 2 669

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 52 394 96 86 1028 5 47 382 120 72 692 0 2974

715-815 52 491 109 107 1039 10 61 401 122 73 713 0 3178

730-830 57 566 116 116 1013 9 67 415 124 78 707 0 3268

745-845 73 605 129 134 940 9 70 393 128 77 677 0 3235

800-900 74 609 121 131 879 13 63 374 115 78 640 2 3099

AM PEAK HOUR

730-830 116

57 566 116 1013

9

0

ANAHEIM AVENUE 707 124 415 67

78

LONG BEACH BOULEVARD

Page 206: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ANAHEIM AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 9 105 37 36 188 1 25 125 27 28 196 0 777

1115-1130 19 116 30 25 191 2 23 117 28 31 236 1 819

1130-1145 26 137 45 40 201 1 25 127 30 43 245 3 923

1145-1200 35 167 51 45 224 3 22 116 59 27 214 1 964

1200-1215 23 112 25 31 203 3 36 111 51 38 169 2 804

1215-1230 20 102 25 24 177 2 27 100 28 21 173 1 700

1230-1245 35 109 33 31 197 2 27 112 34 29 170 0 779

1245-100 32 95 28 20 179 2 15 111 40 28 171 1 722

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 89 525 163 146 804 7 95 485 144 129 891 5 3483

1115-1215 103 532 151 141 819 9 106 471 168 139 864 7 3510

1130-1230 104 518 146 140 805 9 110 454 168 129 801 7 3391

1145-1245 113 490 134 131 801 10 112 439 172 115 726 4 3247

1200-100 110 418 111 106 756 9 105 434 153 116 683 4 3005

MD PEAK HOUR

1115-1215 141

103 532 151 819

9

7

ANAHEIM AVENUE 864 168 471 106

139

LONG BEACH BOULEVARD

Page 207: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ANAHEIM AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 26 143 42 45 194 2 22 102 26 24 245 6 877

415-430 24 128 47 28 221 1 20 132 46 23 287 0 957

430-445 25 116 32 24 202 1 31 145 54 18 294 1 943

445-500 17 123 31 22 167 3 21 141 32 19 310 3 889

500-515 14 135 47 41 188 3 21 155 35 16 292 1 948

515-530 16 130 31 23 165 1 33 122 43 28 310 0 902

530-545 16 143 46 29 155 3 29 136 29 21 287 0 894

545-600 18 137 43 24 176 1 17 116 27 14 234 2 809

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 92 510 152 119 784 7 94 520 158 84 1136 10 3666

415-515 80 502 157 115 778 8 93 573 167 76 1183 5 3737

430-530 72 504 141 110 722 8 106 563 164 81 1206 5 3682

445-545 63 531 155 115 675 10 104 554 139 84 1199 4 3633

500-600 64 545 167 117 684 8 100 529 134 79 1123 3 3553

PM PEAK HOUR

415-515 115

80 502 157 778

8

5

ANAHEIM AVENUE 1183 167 573 93

76

LONG BEACH BOULEVARD

Page 208: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S CHERRY AVENUE

E/W ANAHEIM AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 49 108 47 12 109 39 4 76 9 7 160 16 636

715-730 37 84 47 11 118 22 9 80 11 12 197 19 647

730-745 21 99 33 17 116 28 10 115 10 8 174 23 654

745-800 41 63 39 19 131 33 10 83 25 15 180 17 656

800-815 35 97 25 20 179 29 14 56 11 11 189 22 688

815-830 24 60 24 25 160 46 11 56 9 17 164 10 606

830-845 20 50 18 15 122 33 8 83 11 10 170 16 556

845-900 10 65 20 9 82 29 10 55 11 17 162 17 487

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 148 354 166 59 474 122 33 354 55 42 711 75 2593

715-815 134 343 144 67 544 112 43 334 57 46 740 81 2645

730-830 121 319 121 81 586 136 45 310 55 51 707 72 2604

745-845 120 270 106 79 592 141 43 278 56 53 703 65 2506

800-900 89 272 87 69 543 137 43 250 42 55 685 65 2337

AM PEAK HOUR

715-815 67

134 343 144 544

112

81

ANAHEIM AVENUE 740 57 334 43

46

CHERRY AVENUE

Page 209: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S CHERRY AVENUE

E/W ANAHEIM AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 41 80 44 26 196 20 6 61 9 12 203 19 717

1115-1130 31 117 40 30 176 15 11 62 11 25 218 31 767

1130-1145 30 106 43 24 198 25 21 97 17 14 251 52 878

1145-1200 29 93 34 25 197 21 10 71 12 14 235 29 770

1200-1215 34 99 34 32 196 26 16 97 27 11 255 26 853

1215-1230 25 91 49 23 183 20 19 61 8 8 221 15 723

1230-1245 29 77 32 29 156 20 8 48 8 16 162 14 599

1245-100 25 70 38 15 169 28 10 58 8 17 137 14 589

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 131 396 161 105 767 81 48 291 49 65 907 131 3132

1115-1215 124 415 151 111 767 87 58 327 67 64 959 138 3268

1130-1230 118 389 160 104 774 92 66 326 64 47 962 122 3224

1145-1245 117 360 149 109 732 87 53 277 55 49 873 84 2945

1200-100 113 337 153 99 704 94 53 264 51 52 775 69 2764

MD PEAK HOUR

1115-1215 111

124 415 151 767

87

138

ANAHEIM AVENUE 959 67 327 58

64

CHERRY AVENUE

Page 210: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S CHERRY AVENUE

E/W ANAHEIM AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 27 76 27 17 174 19 14 89 2 27 245 11 728

415-430 23 78 24 14 180 14 13 91 7 20 282 21 767

430-445 29 95 41 14 209 18 17 76 10 13 251 23 796

445-500 50 110 50 20 246 23 11 88 9 18 310 34 969

500-515 34 112 40 42 279 38 16 93 14 21 336 30 1055

515-530 41 105 36 60 236 24 15 68 12 17 312 23 949

530-545 35 128 63 43 222 40 17 87 10 12 250 23 930

545-600 36 121 50 39 180 29 21 81 19 19 220 41 856

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 129 359 142 65 809 74 55 344 28 78 1088 89 3260

415-515 136 395 155 90 914 93 57 348 40 72 1179 108 3587

430-530 154 422 167 136 970 103 59 325 45 69 1209 110 3769

445-545 160 455 189 165 983 125 59 336 45 68 1208 110 3903

500-600 146 466 189 184 917 131 69 329 55 69 1118 117 3790

PM PEAK HOUR

445-545 165

160 455 189 983

125

110

ANAHEIM AVENUE 1208 45 336 59

68

CHERRY AVENUE

Page 211: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W PCH (O STREET)

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 49 0 32 24 213 0 0 0 0 0 138 49 505

715-730 61 0 30 26 262 0 0 0 0 0 207 71 657

730-745 68 0 44 46 266 0 0 0 0 0 226 62 712

745-800 70 0 25 49 220 0 0 0 0 0 224 58 646

800-815 51 0 38 30 241 0 0 0 0 0 194 52 606

815-830 38 0 35 25 212 0 0 0 0 0 203 73 586

830-845 34 0 39 37 222 0 0 0 0 0 201 32 565

845-900 33 0 33 35 187 0 0 0 0 0 162 47 497

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 248 0 131 145 961 0 0 0 0 0 795 240 2520

715-815 250 0 137 151 989 0 0 0 0 0 851 243 2621

730-830 227 0 142 150 939 0 0 0 0 0 847 245 2550

745-845 193 0 137 141 895 0 0 0 0 0 822 215 2403

800-900 156 0 145 127 862 0 0 0 0 0 760 204 2254

AM PEAK HOUR

715-815 151

250 0 137 989

0

243

PCH (O STREET) 851 0 0 0

0

ALAMEDA STREET

Page 212: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W PCH (O STREET)

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 37 0 39 44 197 0 0 0 0 0 169 25 511

1115-1130 29 0 24 54 190 0 0 0 0 0 188 32 517

1130-1145 35 0 32 31 157 0 0 0 0 0 166 45 466

1145-1200 38 0 34 37 197 0 0 0 0 0 164 50 520

1200-1215 37 0 28 33 201 0 0 0 0 0 184 40 523

1215-1230 38 0 32 24 174 0 0 0 0 0 177 43 488

1230-1245 43 0 27 37 187 0 0 0 0 0 217 32 543

1245-100 33 0 20 28 163 0 0 0 0 0 218 27 489

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 139 0 129 166 741 0 0 0 0 0 687 152 2014

1115-1215 139 0 118 155 745 0 0 0 0 0 702 167 2026

1130-1230 148 0 126 125 729 0 0 0 0 0 691 178 1997

1145-1245 156 0 121 131 759 0 0 0 0 0 742 165 2074

1200-100 151 0 107 122 725 0 0 0 0 0 796 142 2043

MD PEAK HOUR

1145-1245 131

156 0 121 759

0

165

PCH (O STREET) 742 0 0 0

0

ALAMEDA STREET

Page 213: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W PCH (O STREET)

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 47 0 25 31 231 0 0 0 0 0 280 60 674

415-430 54 0 31 30 260 0 0 0 0 0 283 66 724

430-445 66 0 23 48 301 0 0 0 0 0 294 66 798

445-500 64 0 34 51 315 0 0 0 0 0 326 71 861

500-515 70 0 37 32 257 0 0 0 0 0 342 78 816

515-530 69 0 53 39 238 0 0 0 0 0 323 56 778

530-545 50 0 38 53 242 0 0 0 0 0 316 50 749

545-600 45 0 32 57 211 0 0 0 0 0 255 49 649

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 231 0 113 160 1107 0 0 0 0 0 1183 263 3057

415-515 254 0 125 161 1133 0 0 0 0 0 1245 281 3199

430-530 269 0 147 170 1111 0 0 0 0 0 1285 271 3253

445-545 253 0 162 175 1052 0 0 0 0 0 1307 255 3204

500-600 234 0 160 181 948 0 0 0 0 0 1236 233 2992

PM PEAK HOUR

430-530 170

269 0 147 1111

0

271

PCH (O STREET) 1285 0 0 0

0

ALAMEDA STREET

Page 214: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W O STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 75 55 45 0 22 15 40 0 0 0 0 252

715-730 0 89 77 65 0 20 21 64 0 0 0 0 336

730-745 0 120 86 80 0 27 23 72 0 0 0 0 408

745-800 0 133 68 93 0 24 25 106 0 0 0 0 449

800-815 0 145 62 64 0 26 18 87 0 0 0 0 402

815-830 0 115 63 38 0 31 18 77 0 0 0 0 342

830-845 0 99 47 56 0 28 26 72 0 0 0 0 328

845-900 0 69 41 55 0 26 22 72 0 0 0 0 285

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 417 286 283 0 93 84 282 0 0 0 0 1445

715-815 0 487 293 302 0 97 87 329 0 0 0 0 1595

730-830 0 513 279 275 0 108 84 342 0 0 0 0 1601

745-845 0 492 240 251 0 109 87 342 0 0 0 0 1521

800-900 0 428 213 213 0 111 84 308 0 0 0 0 1357

AM PEAK HOUR

730-830 275

0 513 279 0

108

0

O STREET 0 0 342 84

0

ALAMEDA STREET

Page 215: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W O STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 73 41 58 0 26 23 69 0 0 0 0 290

1115-1130 0 71 31 47 0 29 29 56 0 0 0 0 263

1130-1145 0 91 39 47 0 25 20 60 0 0 0 0 282

1145-1200 0 98 37 66 0 23 29 97 0 0 0 0 350

1200-1215 0 95 41 43 0 35 23 77 0 0 0 0 314

1215-1230 0 66 40 44 0 20 27 58 0 0 0 0 255

1230-1245 0 87 44 42 0 25 29 89 0 0 0 0 316

1245-100 0 64 37 33 0 32 24 86 0 0 0 0 276

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 333 148 218 0 103 101 282 0 0 0 0 1185

1115-1215 0 355 148 203 0 112 101 290 0 0 0 0 1209

1130-1230 0 350 157 200 0 103 99 292 0 0 0 0 1201

1145-1245 0 346 162 195 0 103 108 321 0 0 0 0 1235

1200-100 0 312 162 162 0 112 103 310 0 0 0 0 1161

MD PEAK HOUR

1145-1245 195

0 346 162 0

103

0

O STREET 0 0 321 108

0

ALAMEDA STREET

Page 216: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W O STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 120 50 68 0 30 15 144 0 0 0 0 427

415-430 0 145 54 73 0 31 12 130 0 0 0 0 445

430-445 0 176 78 80 0 34 26 136 0 0 0 0 530

445-500 0 163 73 74 0 31 32 166 0 0 0 0 539

500-515 0 136 76 89 0 28 26 126 0 0 0 0 481

515-530 0 124 77 68 0 33 21 112 0 0 0 0 435

530-545 0 126 72 88 0 28 20 93 0 0 0 0 427

545-600 0 95 66 61 0 24 22 93 0 0 0 0 361

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 604 255 295 0 126 85 576 0 0 0 0 1941

415-515 0 620 281 316 0 124 96 558 0 0 0 0 1995

430-530 0 599 304 311 0 126 105 540 0 0 0 0 1985

445-545 0 549 298 319 0 120 99 497 0 0 0 0 1882

500-600 0 481 291 306 0 113 89 424 0 0 0 0 1704

PM PEAK HOUR

415-515 316

0 620 281 0

124

0

O STREET 0 0 558 96

0

ALAMEDA STREET

Page 217: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

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COUNT PERIODS

Page 218: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 30, 3008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S PACIFIC AVENUE

E/W PACIFIC COAST HIGHWAY

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 23 80 19 19 301 17 21 38 20 11 159 19 727

715-730 25 104 21 22 361 21 23 74 12 17 179 11 870

730-745 21 147 20 32 357 23 18 92 13 19 226 28 996

745-800 31 153 15 26 342 26 12 131 9 19 241 21 1026

800-815 31 152 19 33 345 29 22 80 12 23 197 25 968

815-830 30 114 15 18 285 20 17 62 15 17 196 25 814

830-845 23 123 20 21 251 22 8 75 11 31 221 18 824

845-900 16 93 16 20 193 22 10 47 13 20 199 16 665

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 100 484 75 99 1361 87 74 335 54 66 805 79 3619

715-815 108 556 75 113 1405 99 75 377 46 78 843 85 3860

730-830 113 566 69 109 1329 98 69 365 49 78 860 99 3804

745-845 115 542 69 98 1223 97 59 348 47 90 855 89 3632

800-900 100 482 70 92 1074 93 57 264 51 91 813 84 3271

AM PEAK HOUR

715-815 113

108 556 75 1405

99

85

PACIFIC COAST HIGHWAY 843 46 377 75

78

PACIFIC AVENUE

Page 219: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 30, 3008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S PACIFIC AVENUE

E/W PACIFIC COAST HIGHWAY

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 27 81 19 25 219 22 31 63 23 19 226 29 784

1115-1130 26 75 20 28 220 16 20 78 19 18 234 36 790

1130-1145 26 95 25 23 216 20 31 99 29 19 216 49 848

1145-1200 32 81 21 33 227 21 17 75 16 21 242 37 823

1200-1215 22 93 23 30 238 26 24 74 15 12 184 20 761

1215-1230 27 74 20 15 182 20 17 72 19 14 198 28 686

1230-1245 27 88 25 25 192 22 20 62 15 18 197 20 711

1245-100 16 74 20 18 184 16 21 61 9 10 187 24 640

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 111 332 85 109 882 79 99 315 87 77 918 151 3245

1115-1215 106 344 89 114 901 83 92 326 79 70 876 142 3222

1130-1230 107 343 89 101 863 87 89 320 79 66 840 134 3118

1145-1245 108 336 89 103 839 89 78 283 65 65 821 105 2981

1200-100 92 329 88 88 796 84 82 269 58 54 766 92 2798

MD PEAK HOUR

1100-1200 109

111 332 85 882

79

151

PACIFIC COAST HIGHWAY 918 87 315 99

77

PACIFIC AVENUE

Page 220: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 30, 3008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S PACIFIC AVENUE

E/W PACIFIC COAST HIGHWAY

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 12 98 31 25 180 21 14 91 18 14 325 29 858

415-430 13 97 34 29 196 27 14 92 20 16 351 33 922

430-445 20 109 32 20 203 20 31 119 35 18 369 33 1009

445-500 18 91 15 21 208 19 15 109 24 15 360 27 922

500-515 25 112 20 26 234 22 29 145 21 16 365 32 1047

515-530 27 114 18 28 239 18 30 131 22 20 351 29 1027

530-545 22 93 20 33 209 16 22 107 18 24 357 31 952

545-600 15 96 27 20 204 13 23 120 17 30 320 31 916

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 63 395 112 95 787 87 74 411 97 63 1405 122 3711

415-515 76 409 101 96 841 88 89 465 100 65 1445 125 3900

430-530 90 426 85 95 884 79 105 504 102 69 1445 121 4005

445-545 92 410 73 108 890 75 96 492 85 75 1433 119 3948

500-600 89 415 85 107 886 69 104 503 78 90 1393 123 3942

PM PEAK HOUR

430-530 95

90 426 85 884

79

121

PACIFIC COAST HIGHWAY 1445 102 504 105

69

PACIFIC AVENUE

Page 221: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W PACIFIC COAST HIGHWAY

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 18 60 20 20 269 19 12 88 30 9 153 13 711

715-730 18 95 41 15 252 17 6 85 27 10 177 24 767

730-745 26 144 63 19 328 28 7 110 42 17 225 20 1029

745-800 22 141 53 26 286 37 12 124 51 11 213 31 1007

800-815 22 153 29 24 312 28 9 107 38 16 208 20 966

815-830 28 181 16 16 238 35 15 90 38 23 158 21 859

830-845 22 138 32 18 233 40 6 72 30 13 178 28 810

845-900 17 101 19 18 186 24 11 90 31 16 189 32 734

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 84 440 177 80 1135 101 37 407 150 47 768 88 3514

715-815 88 533 186 84 1178 110 34 426 158 54 823 95 3769

730-830 98 619 161 85 1164 128 43 431 169 67 804 92 3861

745-845 94 613 130 84 1069 140 42 393 157 63 757 100 3642

800-900 89 573 96 76 969 127 41 359 137 68 733 101 3369

AM PEAK HOUR

730-830 85

98 619 161 1164

128

92

PACIFIC COAST HIGHWAY 804 169 431 43

67

LONG BEACH BOULEVARD

Page 222: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W PACIFIC COAST HIGHWAY

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 30 94 30 26 172 17 9 83 34 21 173 18 707

1115-1130 36 107 34 20 179 26 12 93 45 16 221 35 824

1130-1145 24 110 22 35 197 22 16 112 20 20 197 26 801

1145-1200 32 121 28 21 173 27 13 100 35 20 173 29 772

1200-1215 21 108 23 20 192 42 19 117 25 10 148 38 763

1215-1230 23 180 31 24 164 24 12 94 21 17 181 31 802

1230-1245 40 131 48 20 171 30 14 110 27 16 182 33 822

1245-100 29 108 42 26 184 25 10 113 33 18 188 34 810

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 122 432 114 102 721 92 50 388 134 77 764 108 3104

1115-1215 113 446 107 96 741 117 60 422 125 66 739 128 3160

1130-1230 100 519 104 100 726 115 60 423 101 67 699 124 3138

1145-1245 116 540 130 85 700 123 58 421 108 63 684 131 3159

1200-100 113 527 144 90 711 121 55 434 106 61 699 136 3197

MD PEAK HOUR

1200-100 90

113 527 144 711

121

136

PACIFIC COAST HIGHWAY 699 106 434 55

61

LONG BEACH BOULEVARD

Page 223: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY MAY 20, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W PACIFIC COAST HIGHWAY

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 38 125 32 21 204 29 19 97 24 25 288 36 938

415-430 20 121 31 24 198 31 12 113 20 19 317 21 927

430-445 29 129 44 21 193 21 16 111 35 12 296 26 933

445-500 30 131 41 22 182 26 10 108 21 19 307 42 939

500-515 20 148 40 16 219 35 16 93 35 11 263 27 923

515-530 21 196 53 21 217 26 15 89 20 15 288 20 981

530-545 22 158 53 17 186 30 10 97 30 22 294 30 949

545-600 23 114 46 18 150 21 17 95 31 20 306 23 864

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 117 506 148 88 777 107 57 429 100 75 1208 125 3737

415-515 99 529 156 83 792 113 54 425 111 61 1183 116 3722

430-530 100 604 178 80 811 108 57 401 111 57 1154 115 3776

445-545 93 633 187 76 804 117 51 387 106 67 1152 119 3792

500-600 86 616 192 72 772 112 58 374 116 68 1151 100 3717

PM PEAK HOUR

445-545 76

93 633 187 804

117

119

PACIFIC COAST HIGHWAY 1152 106 387 51

67

LONG BEACH BOULEVARD

Page 224: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

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Page 225: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

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Page 226: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W SEPULVEDA BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 170 69 46 0 17 15 126 0 0 0 0 443

715-730 0 173 85 48 0 15 24 120 0 0 0 0 465

730-745 0 210 68 63 0 29 25 147 0 0 0 0 542

745-800 0 236 81 81 0 22 26 148 0 0 0 0 594

800-815 0 168 54 54 0 37 27 154 0 0 0 0 494

815-830 0 160 54 56 0 34 29 120 0 0 0 0 453

830-845 0 156 43 49 0 40 24 104 0 0 0 0 416

845-900 0 166 48 45 0 49 26 96 0 0 0 0 430

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 789 303 238 0 83 90 541 0 0 0 0 2044

715-815 0 787 288 246 0 103 102 569 0 0 0 0 2095

730-830 0 774 257 254 0 122 107 569 0 0 0 0 2083

745-845 0 720 232 240 0 133 106 526 0 0 0 0 1957

800-900 0 650 199 204 0 160 106 474 0 0 0 0 1793

AM PEAK HOUR

715-815 246

0 787 288 0

103

0

SEPULVEDA BOULEVARD 0 0 569 102

0

ALAMEDA STREET

Page 227: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W SEPULVEDA BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 112 36 44 0 23 30 102 0 0 0 0 347

1115-1130 0 102 34 41 0 24 39 124 0 0 0 0 364

1130-1145 0 88 35 49 0 25 26 102 0 0 0 0 325

1145-1200 0 93 43 53 0 20 24 89 0 0 0 0 322

1200-1215 0 104 35 52 0 25 27 113 0 0 0 0 356

1215-1230 0 76 43 50 0 22 29 120 0 0 0 0 340

1230-1245 0 78 39 58 0 18 30 124 0 0 0 0 347

1245-100 0 98 33 38 0 14 25 126 0 0 0 0 334

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 395 148 187 0 92 119 417 0 0 0 0 1358

1115-1215 0 387 147 195 0 94 116 428 0 0 0 0 1367

1130-1230 0 361 156 204 0 92 106 424 0 0 0 0 1343

1145-1245 0 351 160 213 0 85 110 446 0 0 0 0 1365

1200-100 0 356 150 198 0 79 111 483 0 0 0 0 1377

MD PEAK HOUR

1200-100 198

0 356 150 0

79

0

SEPULVEDA BOULEVARD 0 0 483 111

0

ALAMEDA STREET

Page 228: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W SEPULVEDA BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 209 38 83 0 20 37 225 0 0 0 0 612

415-430 0 224 42 87 0 15 35 226 0 0 0 0 629

430-445 0 230 53 96 0 23 37 234 0 0 0 0 673

445-500 0 227 58 90 0 12 22 209 0 0 0 0 618

500-515 0 187 54 109 0 16 20 179 0 0 0 0 565

515-530 0 164 60 93 0 28 21 196 0 0 0 0 562

530-545 0 137 52 99 0 15 18 196 0 0 0 0 517

545-600 0 131 50 70 0 10 14 173 0 0 0 0 448

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 890 191 356 0 70 131 894 0 0 0 0 2532

415-515 0 868 207 382 0 66 114 848 0 0 0 0 2485

430-530 0 808 225 388 0 79 100 818 0 0 0 0 2418

445-545 0 715 224 391 0 71 81 780 0 0 0 0 2262

500-600 0 619 216 371 0 69 73 744 0 0 0 0 2092

PM PEAK HOUR

400-500 356

0 890 191 0

70

0

SEPULVEDA BOULEVARD 0 0 894 131

0

ALAMEDA STREET

Page 229: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W SEPULVEDA BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 35 8 46 26 156 3 0 1 2 2 89 23 391

715-730 35 9 58 45 153 1 1 4 1 1 93 32 433

730-745 53 3 57 50 144 2 1 4 1 3 103 42 463

745-800 42 9 47 41 139 0 0 5 2 6 111 47 449

800-815 26 6 49 32 155 3 1 5 2 2 102 41 424

815-830 31 3 41 66 140 3 0 5 1 1 89 35 415

830-845 25 13 48 71 114 2 2 4 2 0 72 28 381

845-900 23 6 41 68 99 2 0 4 3 0 59 10 315

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 165 29 208 162 592 6 2 14 6 12 396 144 1736

715-815 156 27 211 168 591 6 3 18 6 12 409 162 1769

730-830 152 21 194 189 578 8 2 19 6 12 405 165 1751

745-845 124 31 185 210 548 8 3 19 7 9 374 151 1669

800-900 105 28 179 237 508 10 3 18 8 3 322 114 1535

AM PEAK HOUR

715-815 168

156 27 211 591

6

162

SEPULVEDA BOULEVARD 409 6 18 3

12

ALAMEDA STREET RAMP

Page 230: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W SEPULVEDA BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 25 6 43 32 60 7 0 11 2 2 77 18 283

1115-1130 20 8 40 43 63 2 1 9 0 1 63 24 274

1130-1145 20 2 30 42 45 4 2 5 3 2 55 25 235

1145-1200 25 1 41 26 63 4 4 11 2 0 61 29 267

1200-1215 25 0 51 44 62 1 1 5 1 1 57 18 266

1215-1230 28 5 41 51 45 1 4 4 0 1 65 25 270

1230-1245 23 1 38 46 86 2 2 4 0 1 73 24 300

1245-100 19 2 34 32 50 0 4 1 1 2 64 25 234

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 90 17 154 143 231 17 7 36 7 5 256 96 1059

1115-1215 90 11 162 155 233 11 8 30 6 4 236 96 1042

1130-1230 98 8 163 163 215 10 11 25 6 4 238 97 1038

1145-1245 101 7 171 167 256 8 11 24 3 3 256 96 1103

1200-100 95 8 164 173 243 4 11 14 2 5 259 92 1070

MD PEAK HOUR

1145-1245 167

101 7 171 256

8

96

SEPULVEDA BOULEVARD 256 3 24 11

3

ALAMEDA STREET RAMP

Page 231: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W SEPULVEDA BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 45 11 43 62 120 2 2 5 1 0 153 41 485

415-430 25 3 25 52 112 0 5 5 0 0 165 30 422

430-445 43 3 35 58 116 0 2 6 5 0 199 58 525

445-500 58 1 37 71 97 1 5 6 1 1 182 40 500

500-515 47 6 46 67 119 1 0 2 0 0 167 60 515

515-530 27 1 27 58 108 2 0 2 0 0 178 48 451

530-545 33 7 29 62 140 0 1 3 1 0 209 44 529

545-600 37 3 32 50 102 0 1 1 0 0 167 38 431

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 171 18 140 243 445 3 14 22 7 1 699 169 1932

415-515 173 13 143 248 444 2 12 19 6 1 713 188 1962

430-530 175 11 145 254 440 4 7 16 6 1 726 206 1991

445-545 165 15 139 258 464 4 6 13 2 1 736 192 1995

500-600 144 17 134 237 469 3 2 8 1 0 721 190 1926

PM PEAK HOUR

445-545 258

165 15 139 464

4

192

SEPULVEDA BOULEVARD 736 2 13 6

1

ALAMEDA STREET RAMP

Page 232: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S SANTA FE AVENUE

E/W WILLOW STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 26 84 38 25 231 52 55 82 27 10 115 26 771

715-730 43 174 45 31 220 64 55 118 22 21 118 26 937

730-745 33 199 92 48 228 97 72 162 31 14 143 43 1162

745-800 29 155 69 58 214 78 55 132 28 12 172 41 1043

800-815 41 100 58 57 165 78 53 105 30 17 135 33 872

815-830 31 96 70 30 164 30 36 61 19 15 104 26 682

830-845 35 89 42 26 148 58 40 75 20 19 83 22 657

845-900 32 82 56 30 117 39 55 69 19 22 97 21 639

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 131 612 244 162 893 291 237 494 108 57 548 136 3913

715-815 146 628 264 194 827 317 235 517 111 64 568 143 4014

730-830 134 550 289 193 771 283 216 460 108 58 554 143 3759

745-845 136 440 239 171 691 244 184 373 97 63 494 122 3254

800-900 139 367 226 143 594 205 184 310 88 73 419 102 2850

AM PEAK HOUR

715-815 194

146 628 264 827

317

143

WILLOW STREET 568 111 517 235

64

SANTA FE AVENUE

Page 233: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W WILLOW STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 22 86 54 19 87 32 46 49 19 14 86 21 535

1115-1130 15 75 53 21 75 37 41 60 12 7 98 15 509

1130-1145 15 82 63 32 70 30 29 71 13 16 97 22 540

1145-1200 16 87 45 34 92 39 46 73 19 13 99 15 578

1200-1215 17 89 63 31 86 30 53 70 20 19 101 27 606

1215-1230 21 52 68 18 71 32 48 66 23 7 93 21 520

1230-1245 16 76 36 31 81 29 46 65 22 11 81 28 522

1245-100 23 74 45 25 80 32 37 67 24 19 91 15 532

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 68 330 215 106 324 138 162 253 63 50 380 73 2162

1115-1215 63 333 224 118 323 136 169 274 64 55 395 79 2233

1130-1230 69 310 239 115 319 131 176 280 75 55 390 85 2244

1145-1245 70 304 212 114 330 130 193 274 84 50 374 91 2226

1200-100 77 291 212 105 318 123 184 268 89 56 366 91 2180

MD PEAK HOUR

1130-1230 115

69 310 239 319

131

85

WILLOW STREET 390 75 280 176

55

SANTA FE AVENUE

Page 234: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W WILLOW STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 23 106 92 40 152 73 62 128 16 10 231 47 980

415-430 15 100 71 34 139 51 58 118 25 11 250 38 910

430-445 13 128 71 34 120 43 60 144 25 19 294 61 1012

445-500 17 126 108 20 121 44 53 133 31 13 272 47 985

500-515 23 121 118 25 157 47 86 167 40 8 254 49 1095

515-530 25 124 117 34 156 62 65 160 26 12 218 50 1049

530-545 27 139 102 35 147 51 60 142 20 20 197 43 983

545-600 23 103 66 46 107 73 46 104 27 19 204 55 873

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 68 460 342 128 532 211 233 523 97 53 1047 193 3887

415-515 68 475 368 113 537 185 257 562 121 51 1070 195 4002

430-530 78 499 414 113 554 196 264 604 122 52 1038 207 4141

445-545 92 510 445 114 581 204 264 602 117 53 941 189 4112

500-600 98 487 403 140 567 233 257 573 113 59 873 197 4000

PM PEAK HOUR

430-530 113

78 499 414 554

196

207

WILLOW STREET 1038 122 604 264

52

SANTA FE AVENUE

Page 235: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S WILLOW STREET

E/W PACIFIC AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 24 71 11 16 194 22 14 73 20 15 168 36 664

715-730 31 102 20 20 255 28 24 111 36 22 205 29 883

730-745 21 141 17 24 274 38 24 159 20 27 236 37 1018

745-800 22 176 21 31 312 20 48 170 30 45 261 38 1174

800-815 22 110 21 30 249 27 21 107 62 26 200 20 895

815-830 11 85 17 21 205 41 23 84 28 33 197 29 774

830-845 13 79 17 16 183 37 19 76 20 22 178 17 677

845-900 16 70 14 22 168 44 17 82 15 24 164 16 652

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 98 490 69 91 1035 108 110 513 106 109 870 140 3739

715-815 96 529 79 105 1090 113 117 547 148 120 902 124 3970

730-830 76 512 76 106 1040 126 116 520 140 131 894 124 3861

745-845 68 450 76 98 949 125 111 437 140 126 836 104 3520

800-900 62 344 69 89 805 149 80 349 125 105 739 82 2998

AM PEAK HOUR

715-815 105

96 529 79 1090

113

124

PACIFIC AVENUE 902 148 547 117

120

WILLOW STREET

Page 236: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S PACIFIC AVENUE

E/W WILLOW STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 18 76 21 14 196 44 35 78 20 21 189 20 732

1115-1130 18 73 32 29 201 36 27 71 21 11 199 32 750

1130-1145 21 71 23 25 198 32 23 62 32 19 208 28 742

1145-1200 24 69 28 37 210 33 22 76 23 14 179 33 748

1200-1215 29 66 20 27 200 40 21 89 24 16 177 20 729

1215-1230 18 61 20 27 216 46 20 68 36 18 169 21 720

1230-1245 20 72 29 22 214 40 20 54 25 19 169 16 700

1245-100 12 54 22 22 174 40 23 69 30 17 167 18 648

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 81 289 104 105 805 145 107 287 96 65 775 113 2972

1115-1215 92 279 103 118 809 141 93 298 100 60 763 113 2969

1130-1230 92 267 91 116 824 151 86 295 115 67 733 102 2939

1145-1245 91 268 97 113 840 159 83 287 108 67 694 90 2897

1200-100 79 253 91 98 804 166 84 280 115 70 682 75 2797

MD PEAK HOUR

1100-1200 105

81 289 104 805

145

113

WILLOW STREET 775 96 287 107

65

PACIFIC AVENUE

Page 237: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S PACIFIC AVENUE

E/W WILLOW STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 27 108 26 32 238 40 53 106 39 32 290 28 1019

415-430 20 94 23 28 252 44 38 95 28 23 301 26 972

430-445 21 100 29 27 261 44 42 94 31 29 277 30 985

445-500 25 101 32 20 264 53 39 117 36 39 279 20 1025

500-515 31 111 40 34 259 53 25 117 42 30 269 24 1035

515-530 23 116 32 20 271 44 37 142 38 32 291 29 1075

530-545 22 101 20 33 247 25 27 137 36 33 311 29 1021

545-600 32 99 36 26 267 41 15 108 35 28 300 23 1010

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 93 403 110 107 1015 181 172 412 134 123 1147 104 4001

415-515 97 406 124 109 1036 194 144 423 137 121 1126 100 4017

430-530 100 428 133 101 1055 194 143 470 147 130 1116 103 4120

445-545 101 429 124 107 1041 175 128 513 152 134 1150 102 4156

500-600 108 427 128 113 1044 163 104 504 151 123 1171 105 4141

PM PEAK HOUR

445-545 107

101 429 124 1041

175

102

WILLOW STREET 1150 152 513 128

134

PACIFIC AVENUE

Page 238: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W WILLOW STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 28 115 22 21 246 23 16 75 61 14 181 44 846

715-730 49 161 20 25 263 22 19 112 60 27 221 53 1032

730-745 69 190 37 27 311 45 24 102 35 34 234 55 1163

745-800 39 137 43 21 278 40 31 153 61 39 237 70 1149

800-815 47 124 27 24 269 36 20 129 32 28 203 50 989

815-830 37 140 27 13 228 43 23 155 64 43 209 67 1049

830-845 45 127 22 16 181 28 15 131 50 34 193 68 910

845-900 38 121 31 12 115 45 15 106 64 30 198 56 831

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 185 603 122 94 1098 130 90 442 217 114 873 222 4190

715-815 204 612 127 97 1121 143 94 496 188 128 895 228 4333

730-830 192 591 134 85 1086 164 98 539 192 144 883 242 4350

745-845 168 528 119 74 956 147 89 568 207 144 842 255 4097

800-900 167 512 107 65 793 152 73 521 210 135 803 241 3779

AM PEAK HOUR

730-830 85

192 591 134 1086

164

242

WILLOW STREET 883 192 539 98

144

LONG BEACH BOULEVARD

Page 239: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W WILLOW STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 37 126 26 13 189 39 41 104 57 28 177 44 881

1115-1130 31 122 24 16 180 32 26 109 51 38 182 47 858

1130-1145 37 146 32 29 199 50 38 111 40 52 195 52 981

1145-1200 41 152 51 20 199 79 38 102 36 37 185 60 1000

1200-1215 42 150 64 32 204 53 23 114 50 37 189 58 1016

1215-1230 39 136 55 20 193 56 37 116 52 57 167 77 1005

1230-1245 44 146 65 27 191 58 29 112 71 45 159 60 1007

1245-100 32 127 58 25 177 54 36 97 71 52 134 59 922

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 146 546 133 78 767 200 143 426 184 155 739 203 3720

1115-1215 151 570 171 97 782 214 125 436 177 164 751 217 3855

1130-1230 159 584 202 101 795 238 136 443 178 183 736 247 4002

1145-1245 166 584 235 99 787 246 127 444 209 176 700 255 4028

1200-100 157 559 242 104 765 221 125 439 244 191 649 254 3950

MD PEAK HOUR

1145-1245 99

166 584 235 787

246

255

WILLOW STREET 700 209 444 127

176

LONG BEACH BOULEVARD

Page 240: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W WILLOW STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 60 155 67 24 251 42 30 155 49 57 290 61 1241

415-430 48 159 57 16 266 41 29 133 30 52 288 57 1176

430-445 76 200 48 30 274 42 33 133 61 42 289 47 1275

445-500 53 217 60 20 290 57 23 141 54 49 256 52 1272

500-515 63 214 72 21 292 69 34 157 63 60 281 79 1405

515-530 41 192 90 38 299 93 29 140 41 53 283 70 1369

530-545 38 146 75 21 240 65 41 136 45 55 279 71 1212

545-600 41 194 52 21 234 70 27 118 24 44 245 67 1137

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 237 731 232 90 1081 182 115 562 194 200 1123 217 4964

415-515 240 790 237 87 1122 209 119 564 208 203 1114 235 5128

430-530 233 823 270 109 1155 261 119 571 219 204 1109 248 5321

445-545 195 769 297 100 1121 284 127 574 203 217 1099 272 5258

500-600 183 746 289 101 1065 297 131 551 173 212 1088 287 5123

PM PEAK HOUR

430-530 109

233 823 270 1155

261

248

WILLOW STREET 1109 219 571 119

204

LONG BEACH BOULEVARD

Page 241: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ATLANTIC AVENUE

E/W WILLOW STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 21 111 19 41 216 17 34 130 31 18 176 25 839

715-730 21 166 20 51 254 34 30 140 37 24 219 27 1023

730-745 23 165 33 54 276 29 42 186 40 28 210 49 1135

745-800 27 108 20 77 297 34 36 146 32 16 189 42 1024

800-815 19 100 22 43 227 19 38 183 35 25 199 48 958

815-830 29 97 23 52 214 19 18 128 20 17 143 42 802

830-845 28 115 33 41 192 20 20 136 30 18 175 44 852

845-900 25 106 29 42 143 29 18 127 25 18 149 58 769

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 92 550 92 223 1043 114 142 602 140 86 794 143 4021

715-815 90 539 95 225 1054 116 146 655 144 93 817 166 4140

730-830 98 470 98 226 1014 101 134 643 127 86 741 181 3919

745-845 103 420 98 213 930 92 112 593 117 76 706 176 3636

800-900 101 418 107 178 776 87 94 574 110 78 666 192 3381

AM PEAK HOUR

715-815 225

90 539 95 1054

116

166

WILLOW STREET 817 144 655 146

93

ATLANTIC AVENUE

Page 242: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ATLANTIC AVENUE

E/W WILLOW STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 31 105 33 29 119 18 31 126 29 23 181 63 788

1115-1130 27 117 33 28 160 28 21 120 24 17 178 48 801

1130-1145 43 109 51 31 170 20 33 133 20 26 212 42 890

1145-1200 41 122 45 29 170 28 23 121 28 27 188 51 873

1200-1215 44 125 50 24 160 15 18 126 24 18 164 34 802

1215-1230 36 143 42 23 153 21 20 136 23 16 183 29 825

1230-1245 42 112 51 30 156 28 20 128 25 22 177 46 837

1245-100 41 118 68 40 142 20 18 148 24 17 171 45 852

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 142 453 162 117 619 94 108 500 101 93 759 204 3352

1115-1215 155 473 179 112 660 91 95 500 96 88 742 175 3366

1130-1230 164 499 188 107 653 84 94 516 95 87 747 156 3390

1145-1245 163 502 188 106 639 92 81 511 100 83 712 160 3337

1200-100 163 498 211 117 611 84 76 538 96 73 695 154 3316

MD PEAK HOUR

1130-1230 107

164 499 188 653

84

156

WILLOW STREET 747 95 516 94

87

ATLANTIC AVENUE

Page 243: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ATLANTIC AVENUE

E/W WILLOW STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 37 173 57 30 189 43 32 150 29 25 269 49 1083

415-430 62 196 53 26 202 38 24 151 25 28 249 31 1085

430-445 55 195 88 21 241 42 49 177 28 26 278 42 1242

445-500 35 143 52 25 237 46 34 173 22 21 258 21 1067

500-515 55 187 72 28 238 33 34 134 30 36 278 28 1153

515-530 26 136 51 22 219 23 49 152 35 29 333 40 1115

530-545 38 157 62 25 208 29 44 134 30 38 289 57 1111

545-600 31 168 44 26 158 32 41 137 24 27 234 75 997

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 189 707 250 102 869 169 139 651 104 100 1054 143 4477

415-515 207 721 265 100 918 159 141 635 105 111 1063 122 4547

430-530 171 661 263 96 935 144 166 636 115 112 1147 131 4577

445-545 154 623 237 100 902 131 161 593 117 124 1158 146 4446

500-600 150 648 229 101 823 117 168 557 119 130 1134 200 4376

PM PEAK HOUR

430-530 96

171 661 263 935

144

131

WILLOW STREET 1147 115 636 166

112

ATLANTIC AVENUE

Page 244: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S CHERRY AVENUE

E/W WILLOW STREET

CITY: SIGNAL HILL

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 40 170 51 49 268 70 20 190 38 38 174 8 1116

715-730 51 203 52 35 293 61 34 243 36 48 190 10 1256

730-745 55 234 68 37 360 80 39 260 40 55 235 17 1480

745-800 40 213 112 55 378 95 45 245 48 79 245 16 1571

800-815 29 160 51 26 266 54 22 189 30 52 218 10 1107

815-830 24 138 62 36 217 46 35 203 45 62 232 19 1119

830-845 27 157 54 32 184 53 26 196 26 48 156 18 977

845-900 33 121 51 20 159 63 33 191 29 35 155 17 907

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 186 820 283 176 1299 306 138 938 162 220 844 51 5423

715-815 175 810 283 153 1297 290 140 937 154 234 888 53 5414

730-830 148 745 293 154 1221 275 141 897 163 248 930 62 5277

745-845 120 668 279 149 1045 248 128 833 149 241 851 63 4774

800-900 113 576 218 114 826 216 116 779 130 197 761 64 4110

AM PEAK HOUR

700-800 176

186 820 283 1299

306

51

WILLOW STREET 844 162 938 138

220

CHERRY AVENUE

Page 245: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S CHERRY AVENUE

E/W WILLOW STREET

CITY: SIGNAL HILL

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 39 152 91 64 199 54 40 185 40 69 197 17 1147

1115-1130 71 189 99 98 210 66 35 158 32 59 181 28 1226

1130-1145 50 179 80 67 201 70 38 179 51 62 222 32 1231

1145-1200 38 123 97 59 165 47 34 190 44 59 202 20 1078

1200-1215 20 112 63 47 185 53 39 176 37 54 223 28 1037

1215-1230 27 120 99 79 161 65 39 198 36 45 236 33 1138

1230-1245 42 133 63 84 170 86 31 189 45 50 238 29 1160

1245-100 33 125 82 46 132 53 31 196 32 55 210 15 1010

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 198 643 367 288 775 237 147 712 167 249 802 97 4682

1115-1215 179 603 339 271 761 236 146 703 164 234 828 108 4572

1130-1230 135 534 339 252 712 235 150 743 168 220 883 113 4484

1145-1245 127 488 322 269 681 251 143 753 162 208 899 110 4413

1200-100 122 490 307 256 648 257 140 759 150 204 907 105 4345

MD PEAK HOUR

1100-1200 288

198 643 367 775

237

97

WILLOW STREET 802 167 712 147

249

CHERRY AVENUE

Page 246: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 21, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S CHERRY AVENUE

E/W WILLOW STREET

CITY: SIGNAL HILL

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 54 217 111 85 235 64 33 179 39 41 287 29 1374

415-430 48 227 104 59 248 41 35 180 34 50 294 27 1347

430-445 32 206 99 57 236 67 56 203 48 57 357 31 1449

445-500 24 195 94 50 202 35 43 162 48 57 353 33 1296

500-515 33 210 90 43 221 70 49 197 41 60 326 27 1367

515-530 29 235 99 35 214 53 39 187 36 48 376 28 1379

530-545 40 230 99 46 241 78 46 214 40 51 324 30 1439

545-600 49 208 81 30 203 45 48 189 26 36 271 24 1210

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 158 845 408 251 921 207 167 724 169 205 1291 120 5466

415-515 137 838 387 209 907 213 183 742 171 224 1330 118 5459

430-530 118 846 382 185 873 225 187 749 173 222 1412 119 5491

445-545 126 870 382 174 878 236 177 760 165 216 1379 118 5481

500-600 151 883 369 154 879 246 182 787 143 195 1297 109 5395

PM PEAK HOUR

430-530 185

118 846 382 873

225

119

WILLOW STREET 1412 173 749 187

222

CHERRY AVENUE

Page 247: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S WILMINGTON AVENUE

E/W DEL AMO BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 15 74 15 42 182 27 26 97 20 22 71 20 611

715-730 21 98 22 69 229 32 39 107 19 28 101 26 791

730-745 24 108 33 81 213 34 29 149 22 30 103 33 859

745-800 20 100 44 126 242 38 32 205 36 33 139 52 1067

800-815 17 76 29 88 209 44 34 189 31 30 105 47 899

815-830 20 71 44 75 183 25 22 139 23 18 84 25 729

830-845 18 59 34 81 135 30 26 125 14 24 84 29 659

845-900 18 59 30 57 141 30 26 123 13 25 80 25 627

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 80 380 114 318 866 131 126 558 97 113 414 131 3328

715-815 82 382 128 364 893 148 134 650 108 121 448 158 3616

730-830 81 355 150 370 847 141 117 682 112 111 431 157 3554

745-845 75 306 151 370 769 137 114 658 104 105 412 153 3354

800-900 73 265 137 301 668 129 108 576 81 97 353 126 2914

AM PEAK HOUR

715-815 364

82 382 128 893

148

158

DEL AMO BOULEVARD 448 108 650 134

121

WILMINGTON AVENUE

Page 248: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S WILMINGTON AVENUE

E/W DEL AMO BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 22 78 25 31 83 28 32 81 23 14 64 13 494

1115-1130 33 65 40 35 84 22 20 56 17 10 58 14 454

1130-1145 26 71 25 39 103 26 23 77 20 18 51 25 504

1145-1200 28 85 30 39 93 35 27 93 20 26 71 28 575

1200-1215 43 94 50 47 111 30 28 91 29 28 98 24 673

1215-1230 32 99 30 41 90 27 39 80 18 25 78 30 589

1230-1245 33 91 30 36 93 41 27 102 23 42 86 31 635

1245-100 33 86 22 42 86 30 33 82 23 30 91 45 603

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 109 299 120 144 363 111 102 307 80 68 244 80 2027

1115-1215 130 315 145 160 391 113 98 317 86 82 278 91 2206

1130-1230 129 349 135 166 397 118 117 341 87 97 298 107 2341

1145-1245 136 369 140 163 387 133 121 366 90 121 333 113 2472

1200-100 141 370 132 166 380 128 127 355 93 125 353 130 2500

MD PEAK HOUR

1200-100 166

141 370 132 380

128

130

DEL AMO BOULEVARD 353 93 355 127

125

WILMINGTON AVENUE

Page 249: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S WILMINGTON AVENUE

E/W DEL AMO BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 24 128 49 40 95 23 30 68 20 20 129 22 648

415-430 28 132 53 46 120 34 31 83 19 21 161 21 749

430-445 47 177 84 48 144 40 39 102 25 41 238 21 1006

445-500 45 165 56 48 127 33 49 94 34 36 243 38 968

500-515 68 195 83 37 108 42 32 104 31 32 295 25 1052

515-530 34 146 83 35 134 45 37 94 30 46 293 24 1001

530-545 33 148 77 39 138 27 34 108 29 29 269 28 959

545-600 46 103 64 39 103 36 30 119 26 30 204 22 822

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 144 602 242 182 486 130 149 347 98 118 771 102 3371

415-515 188 669 276 179 499 149 151 383 109 130 937 105 3775

430-530 194 683 306 168 513 160 157 394 120 155 1069 108 4027

445-545 180 654 299 159 507 147 152 400 124 143 1100 115 3980

500-600 181 592 307 150 483 150 133 425 116 137 1061 99 3834

PM PEAK HOUR

430-530 168

194 683 306 513

160

108

DEL AMO BOULEVARD 1069 120 394 157

155

WILMINGTON AVENUE

Page 250: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W DEL AMO BOULEVARD (RAMP)

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 99 31 38 0 38 27 85 0 0 0 0 318

715-730 0 119 25 35 0 37 38 92 0 0 0 0 346

730-745 0 148 49 42 0 39 69 132 0 0 0 0 479

745-800 0 197 63 31 0 35 101 155 0 0 0 0 582

800-815 0 132 44 35 0 29 68 113 0 0 0 0 421

815-830 0 127 49 26 0 37 59 124 0 0 0 0 422

830-845 0 122 24 29 0 37 44 94 0 0 0 0 350

845-900 0 94 22 28 0 35 46 98 0 0 0 0 323

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 563 168 146 0 149 235 464 0 0 0 0 1725

715-815 0 596 181 143 0 140 276 492 0 0 0 0 1828

730-830 0 604 205 134 0 140 297 524 0 0 0 0 1904

745-845 0 578 180 121 0 138 272 486 0 0 0 0 1775

800-900 0 475 139 118 0 138 217 429 0 0 0 0 1516

AM PEAK HOUR

730-830 134

0 604 205 0

140

0

DEL AMO BOULEVARD (RAMP) 0 0 524 297

0

ALAMEDA STREET

Page 251: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W DEL AMO BOULEVARD (RAMP)

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 68 22 13 0 31 25 67 0 0 0 0 226

1115-1130 0 60 20 15 0 26 28 94 0 0 0 0 243

1130-1145 0 62 20 26 0 34 31 60 0 0 0 0 233

1145-1200 0 61 21 26 0 30 30 79 0 0 0 0 247

1200-1215 0 85 27 23 0 32 32 70 0 0 0 0 269

1215-1230 0 65 23 17 0 35 31 97 0 0 0 0 268

1230-1245 0 54 15 23 0 44 27 94 0 0 0 0 257

1245-100 0 69 23 19 0 26 28 87 0 0 0 0 252

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 251 83 80 0 121 114 300 0 0 0 0 949

1115-1215 0 268 88 90 0 122 121 303 0 0 0 0 992

1130-1230 0 273 91 92 0 131 124 306 0 0 0 0 1017

1145-1245 0 265 86 89 0 141 120 340 0 0 0 0 1041

1200-100 0 273 88 82 0 137 118 348 0 0 0 0 1046

MD PEAK HOUR

1200-100 82

0 273 88 0

137

0

DEL AMO BOULEVARD (RAMP) 0 0 348 118

0

ALAMEDA STREET

Page 252: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W DEL AMO BOULEVARD (RAMP)

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 107 31 59 0 63 38 133 0 0 0 0 431

415-430 0 139 30 61 0 58 37 170 0 0 0 0 495

430-445 0 146 47 94 0 63 53 220 0 0 0 0 623

445-500 0 114 35 63 0 78 34 188 0 0 0 0 512

500-515 0 123 28 77 0 89 37 155 0 0 0 0 509

515-530 0 116 36 89 0 91 44 180 0 0 0 0 556

530-545 0 123 33 58 0 66 30 145 0 0 0 0 455

545-600 0 100 42 54 0 56 27 126 0 0 0 0 405

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 506 143 277 0 262 162 711 0 0 0 0 2061

415-515 0 522 140 295 0 288 161 733 0 0 0 0 2139

430-530 0 499 146 323 0 321 168 743 0 0 0 0 2200

445-545 0 476 132 287 0 324 145 668 0 0 0 0 2032

500-600 0 462 139 278 0 302 138 606 0 0 0 0 1925

PM PEAK HOUR

430-530 323

0 499 146 0

321

0

DEL AMO BOULEVARD (RAMP) 0 0 743 168

0

ALAMEDA STREET

Page 253: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W DEL AMO BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 0 0 0 374 50 10 0 67 32 115 0 648

715-730 0 0 0 0 355 44 11 0 47 35 101 0 593

730-745 0 0 0 0 382 41 21 0 67 34 103 0 648

745-800 0 0 0 0 391 35 29 0 153 32 153 0 793

800-815 0 0 0 0 389 29 21 0 124 30 164 0 757

815-830 0 0 0 0 344 26 14 0 64 54 100 0 602

830-845 0 0 0 0 296 25 19 0 33 36 92 0 501

845-900 0 0 0 0 236 35 10 0 52 26 98 0 457

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 0 0 0 1502 170 71 0 334 133 472 0 2682

715-815 0 0 0 0 1517 149 82 0 391 131 521 0 2791

730-830 0 0 0 0 1506 131 85 0 408 150 520 0 2800

745-845 0 0 0 0 1420 115 83 0 374 152 509 0 2653

800-900 0 0 0 0 1265 115 64 0 273 146 454 0 2317

AM PEAK HOUR

730-830 0

0 0 0 1506

131

0

DEL AMO BOULEVARD 520 408 0 85

150

ALAMEDA STREET RAMP

Page 254: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W DEL AMO BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 0 0 117 24 18 0 23 25 99 0 306

1115-1130 0 0 0 0 131 24 20 0 22 20 128 0 345

1130-1145 0 0 0 0 122 31 24 0 28 28 127 0 360

1145-1200 0 0 0 0 133 27 28 0 25 27 146 0 386

1200-1215 0 0 0 0 129 26 23 0 25 31 162 0 396

1215-1230 0 0 0 0 150 23 27 0 29 34 170 0 433

1230-1245 0 0 0 0 168 27 20 0 30 39 152 0 436

1245-100 0 0 0 0 153 18 20 0 31 29 148 0 399

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 0 0 0 503 106 90 0 98 100 500 0 1397

1115-1215 0 0 0 0 515 108 95 0 100 106 563 0 1487

1130-1230 0 0 0 0 534 107 102 0 107 120 605 0 1575

1145-1245 0 0 0 0 580 103 98 0 109 131 630 0 1651

1200-100 0 0 0 0 600 94 90 0 115 133 632 0 1664

MD PEAK HOUR

1200-100 0

0 0 0 600

94

0

DEL AMO BOULEVARD 632 115 0 90

133

ALAMEDA STREET RAMP

Page 255: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W DEL AMO BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 0 0 159 33 25 0 43 97 326 0 683

415-430 0 0 0 0 166 31 35 0 45 99 324 0 700

430-445 0 0 0 0 143 40 45 0 56 101 368 0 753

445-500 0 0 0 0 140 28 25 0 42 115 396 0 746

500-515 0 0 0 0 167 31 30 0 34 142 395 0 799

515-530 0 0 0 0 160 30 32 0 48 156 398 0 824

530-545 0 0 0 0 150 20 35 0 36 99 390 0 730

545-600 0 0 0 0 160 30 35 0 30 83 371 0 709

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 0 0 0 608 132 130 0 186 412 1414 0 2882

415-515 0 0 0 0 616 130 135 0 177 457 1483 0 2998

430-530 0 0 0 0 610 129 132 0 180 514 1557 0 3122

445-545 0 0 0 0 617 109 122 0 160 512 1579 0 3099

500-600 0 0 0 0 637 111 132 0 148 480 1554 0 3062

PM PEAK HOUR

430-530 0

0 0 0 610

129

0

DEL AMO BOULEVARD 1557 180 0 132

514

ALAMEDA STREET RAMP

Page 256: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S SANTA FE AVENUE

E/W DEL AMO BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 19 31 13 8 331 125 61 6 19 3 97 18 731

715-730 17 32 15 13 361 142 87 6 20 2 104 18 817

730-745 22 44 17 18 377 123 65 8 31 7 122 17 851

745-800 14 51 23 27 392 147 70 14 39 9 158 10 954

800-815 10 31 14 20 381 168 81 10 34 10 157 12 928

815-830 13 33 15 23 350 124 43 13 22 9 123 6 774

830-845 10 13 13 12 264 89 53 15 24 2 102 9 606

845-900 9 14 9 14 260 98 59 16 28 3 99 9 618

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 72 158 68 66 1461 537 283 34 109 21 481 63 3353

715-815 63 158 69 78 1511 580 303 38 124 28 541 57 3550

730-830 59 159 69 88 1500 562 259 45 126 35 560 45 3507

745-845 47 128 65 82 1387 528 247 52 119 30 540 37 3262

800-900 42 91 51 69 1255 479 236 54 108 24 481 36 2926

AM PEAK HOUR

715-815 78

63 158 69 1511

580

57

DEL AMO BOULEVARD 541 124 38 303

28

SANTA FE AVENUE

Page 257: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W DEL AMO BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 5 26 20 10 105 68 68 21 17 19 96 13 468

1115-1130 13 35 34 18 136 82 77 23 28 24 112 9 591

1130-1145 10 34 42 14 131 57 93 22 20 15 127 19 584

1145-1200 13 32 27 17 159 80 98 21 28 14 134 10 633

1200-1215 14 26 37 19 134 90 137 24 27 12 138 22 680

1215-1230 14 26 32 17 157 79 91 33 23 15 169 10 666

1230-1245 11 38 26 20 150 98 85 45 20 18 134 14 659

1245-100 15 32 36 25 155 87 74 39 26 12 126 5 632

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 41 127 123 59 531 287 336 87 93 72 469 51 2276

1115-1215 50 127 140 68 560 309 405 90 103 65 511 60 2488

1130-1230 51 118 138 67 581 306 419 100 98 56 568 61 2563

1145-1245 52 122 122 73 600 347 411 123 98 59 575 56 2638

1200-100 54 122 131 81 596 354 387 141 96 57 567 51 2637

MD PEAK HOUR

1145-1245 73

52 122 122 600

347

56

DEL AMO BOULEVARD 575 98 123 411

59

SANTA FE AVENUE

Page 258: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W DEL AMO BOULEVARD

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 14 49 41 9 138 60 151 20 35 38 296 12 863

415-430 16 57 45 11 140 67 162 21 48 40 306 20 933

430-445 12 65 40 18 170 84 169 62 38 38 343 42 1081

445-500 18 71 40 11 148 86 170 45 33 41 350 21 1034

500-515 23 85 45 13 151 75 209 57 41 46 345 44 1134

515-530 13 51 48 9 162 77 190 68 31 33 366 30 1078

530-545 21 69 49 11 187 88 123 44 20 44 377 37 1070

545-600 10 61 44 10 157 70 118 39 17 39 355 35 955

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 60 242 166 49 596 297 652 148 154 157 1295 95 3911

415-515 69 278 170 53 609 312 710 185 160 165 1344 127 4182

430-530 66 272 173 51 631 322 738 232 143 158 1404 137 4327

445-545 75 276 182 44 648 326 692 214 125 164 1438 132 4316

500-600 67 266 186 43 657 310 640 208 109 162 1443 146 4237

PM PEAK HOUR

430-530 51

66 272 173 631

322

137

DEL AMO BOULEVARD 1404 143 232 738

158

SANTA FE AVENUE

Page 259: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W DEL AMO BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 68 117 26 40 402 17 15 105 57 30 120 23 1020

715-730 69 116 33 29 447 21 18 107 64 37 123 36 1100

730-745 90 149 39 49 405 25 12 137 67 50 176 43 1242

745-800 65 164 32 31 396 27 20 134 70 61 187 54 1241

800-815 48 150 38 41 332 24 13 127 54 52 145 38 1062

815-830 43 123 33 33 323 33 18 116 69 48 165 34 1038

830-845 50 132 28 36 290 31 14 87 60 39 112 27 906

845-900 46 148 36 30 250 26 9 94 40 27 120 32 858

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 292 546 130 149 1650 90 65 483 258 178 606 156 4603

715-815 272 579 142 150 1580 97 63 505 255 200 631 171 4645

730-830 246 586 142 154 1456 109 63 514 260 211 673 169 4583

745-845 206 569 131 141 1341 115 65 464 253 200 609 153 4247

800-900 187 553 135 140 1195 114 54 424 223 166 542 131 3864

AM PEAK HOUR

715-815 150

272 579 142 1580

97

171

DEL AMO BOULEVARD 631 255 505 63

200

LONG BEACH BOULEVARD

Page 260: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W DEL AMO BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 33 108 35 26 125 18 29 99 36 44 129 48 730

1115-1130 27 92 35 25 130 18 17 93 46 36 144 30 693

1130-1145 41 105 30 22 125 20 20 96 47 51 157 50 764

1145-1200 26 110 31 24 152 21 29 105 46 43 161 47 795

1200-1215 36 112 30 37 164 29 17 112 25 69 209 54 894

1215-1230 44 101 35 33 170 20 14 120 48 34 178 63 860

1230-1245 45 104 32 35 199 21 29 102 43 35 174 58 877

1245-100 32 91 20 32 176 23 23 100 51 43 193 44 828

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 127 415 131 97 532 77 95 393 175 174 591 175 2982

1115-1215 130 419 126 108 571 88 83 406 164 199 671 181 3146

1130-1230 147 428 126 116 611 90 80 433 166 197 705 214 3313

1145-1245 151 427 128 129 685 91 89 439 162 181 722 222 3426

1200-100 157 408 117 137 709 93 83 434 167 181 754 219 3459

MD PEAK HOUR

1200-100 137

157 408 117 709

93

219

DEL AMO BOULEVARD 754 167 434 83

181

LONG BEACH BOULEVARD

Page 261: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W DEL AMO BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 22 150 30 26 154 21 18 137 32 41 343 62 1036

415-430 26 130 28 24 186 23 28 149 37 53 392 75 1151

430-445 50 136 54 43 147 31 29 135 45 60 391 71 1192

445-500 40 127 40 44 179 30 34 166 39 53 372 70 1194

500-515 22 174 43 23 194 34 37 171 46 58 409 56 1267

515-530 31 139 48 45 178 34 38 153 47 47 410 53 1223

530-545 37 140 57 41 187 41 41 170 44 39 370 46 1213

545-600 32 136 46 23 181 23 42 146 43 37 395 59 1163

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 138 543 152 137 666 105 109 587 153 207 1498 278 4573

415-515 138 567 165 134 706 118 128 621 167 224 1564 272 4804

430-530 143 576 185 155 698 129 138 625 177 218 1582 250 4876

445-545 130 580 188 153 738 139 150 660 176 197 1561 225 4897

500-600 122 589 194 132 740 132 158 640 180 181 1584 214 4866

PM PEAK HOUR

445-545 153

130 580 188 738

139

225

DEL AMO BOULEVARD 1561 176 660 150

197

LONG BEACH BOULEVARD

Page 262: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ATLANTIC AVENUE

E/W DEL AMO BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 45 129 38 21 356 17 15 81 64 33 141 23 963

715-730 36 148 38 20 378 19 20 104 73 46 185 43 1110

730-745 59 173 60 25 359 25 15 85 60 25 183 25 1094

745-800 60 195 55 35 346 21 21 92 61 56 180 30 1152

800-815 49 168 30 20 315 33 20 96 55 40 120 26 972

815-830 46 140 21 15 281 20 24 93 85 76 151 34 986

830-845 30 110 14 14 255 25 18 64 47 56 120 20 773

845-900 28 120 23 23 213 25 22 71 31 46 114 12 728

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 200 645 191 101 1439 82 71 362 258 160 689 121 4319

715-815 204 684 183 100 1398 98 76 377 249 167 668 124 4328

730-830 214 676 166 95 1301 99 80 366 261 197 634 115 4204

745-845 185 613 120 84 1197 99 83 345 248 228 571 110 3883

800-900 153 538 88 72 1064 103 84 324 218 218 505 92 3459

AM PEAK HOUR

715-815 100

204 684 183 1398

98

124

DEL AMO BOULEVARD 668 249 377 76

167

ATLANTIC AVENUE

Page 263: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ATLANTIC AVENUE

E/W DEL AMO BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 21 99 10 11 87 27 30 90 52 59 134 22 642

1115-1130 26 107 18 23 108 20 20 82 56 37 106 24 627

1130-1145 34 114 15 14 118 27 32 103 49 84 133 35 758

1145-1200 37 94 18 11 103 23 35 123 76 97 192 42 851

1200-1215 31 104 23 21 120 30 18 110 60 82 154 38 791

1215-1230 42 117 21 22 140 30 31 102 73 71 143 28 820

1230-1245 27 102 29 20 135 25 32 148 89 70 159 22 858

1245-100 30 105 22 21 146 32 28 130 99 67 159 26 865

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 118 414 61 59 416 97 117 398 233 277 565 123 2878

1115-1215 128 419 74 69 449 100 105 418 241 300 585 139 3027

1130-1230 144 429 77 68 481 110 116 438 258 334 622 143 3220

1145-1245 137 417 91 74 498 108 116 483 298 320 648 130 3320

1200-100 130 428 95 84 541 117 109 490 321 290 615 114 3334

MD PEAK HOUR

1200-100 84

130 428 95 541

117

114

DEL AMO BOULEVARD 615 321 490 109

290

ATLANTIC AVENUE

Page 264: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ATLANTIC AVENUE

E/W DEL AMO BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 24 125 15 29 135 33 22 171 85 21 328 49 1037

415-430 30 135 20 31 149 38 27 192 90 69 353 59 1193

430-445 34 157 25 27 143 36 43 238 82 78 366 60 1289

445-500 44 152 33 25 156 37 44 280 69 60 364 76 1340

500-515 36 132 39 29 142 40 34 269 103 62 370 46 1302

515-530 40 143 35 38 166 46 47 247 85 82 375 79 1383

530-545 33 145 41 33 156 42 26 212 77 47 371 62 1245

545-600 35 110 39 29 161 38 28 205 96 53 382 40 1216

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 132 569 93 112 583 144 136 881 326 228 1411 244 4859

415-515 144 576 117 112 590 151 148 979 344 269 1453 241 5124

430-530 154 584 132 119 607 159 168 1034 339 282 1475 261 5314

445-545 153 572 148 125 620 165 151 1008 334 251 1480 263 5270

500-600 144 530 154 129 625 166 135 933 361 244 1498 227 5146

PM PEAK HOUR

430-530 119

154 584 132 607

159

261

DEL AMO BOULEVARD 1475 339 1034 168

282

ATLANTIC AVENUE

Page 265: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S CHERRY AVENUE

E/W DEL AMO BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 36 259 78 10 338 76 40 97 19 40 134 20 1147

715-730 54 296 96 18 357 104 56 143 25 36 153 28 1366

730-745 50 297 93 17 335 100 66 146 23 54 199 28 1408

745-800 52 308 78 25 299 96 71 165 31 34 179 27 1365

800-815 24 252 67 27 337 117 67 159 26 40 165 21 1302

815-830 30 242 71 29 322 97 80 139 27 41 141 27 1246

830-845 28 248 59 25 266 64 49 134 21 36 125 27 1082

845-900 16 202 53 34 182 54 56 147 32 22 105 29 932

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 192 1160 345 70 1329 376 233 551 98 164 665 103 5286

715-815 180 1153 334 87 1328 417 260 613 105 164 696 104 5441

730-830 156 1099 309 98 1293 410 284 609 107 169 684 103 5321

745-845 134 1050 275 106 1224 374 267 597 105 151 610 102 4995

800-900 98 944 250 115 1107 332 252 579 106 139 536 104 4562

AM PEAK HOUR

715-815 87

180 1153 334 1328

417

104

DEL AMO BOULEVARD 696 105 613 260

164

CHERRY AVENUE

Page 266: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S CHERRY AVENUE

E/W DEL AMO BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 21 157 19 11 102 53 64 144 18 32 109 27 757

1115-1130 14 189 25 16 122 67 70 148 29 40 133 38 891

1130-1145 14 156 26 29 121 40 50 198 23 44 109 28 838

1145-1200 15 132 32 17 152 64 83 153 28 30 116 28 850

1200-1215 22 186 36 15 161 80 80 166 27 22 141 26 962

1215-1230 16 179 33 33 134 62 75 130 38 40 152 25 917

1230-1245 14 134 28 20 151 57 79 178 36 29 147 26 899

1245-100 19 144 35 30 140 65 79 177 34 37 142 25 927

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 64 634 102 73 497 224 267 643 98 146 467 121 3336

1115-1215 65 663 119 77 556 251 283 665 107 136 499 120 3541

1130-1230 67 653 127 94 568 246 288 647 116 136 518 107 3567

1145-1245 67 631 129 85 598 263 317 627 129 121 556 105 3628

1200-100 71 643 132 98 586 264 313 651 135 128 582 102 3705

MD PEAK HOUR

1200-100 98

71 643 132 586

264

102

DEL AMO BOULEVARD 582 135 651 313

128

CHERRY AVENUE

Page 267: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 22, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S CHERRY AVENUE

E/W DEL AMO BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 19 160 28 20 160 41 77 204 36 32 293 45 1115

415-430 16 179 29 21 169 56 85 248 35 40 328 47 1253

430-445 18 215 43 20 186 63 113 241 41 33 315 39 1327

445-500 15 206 39 19 154 63 102 254 40 27 337 37 1293

500-515 34 221 56 30 199 90 132 282 37 45 351 59 1536

515-530 22 180 37 28 176 61 113 287 38 33 344 38 1357

530-545 17 159 23 18 147 51 107 248 45 62 350 53 1280

545-600 12 159 23 13 140 62 107 258 34 22 326 34 1190

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 68 760 139 80 669 223 377 947 152 132 1273 168 4988

415-515 83 821 167 90 708 272 432 1025 153 145 1331 182 5409

430-530 89 822 175 97 715 277 460 1064 156 138 1347 173 5513

445-545 88 766 155 95 676 265 454 1071 160 167 1382 187 5466

500-600 85 719 139 89 662 264 459 1075 154 162 1371 184 5363

PM PEAK HOUR

430-530 97

89 822 175 715

277

173

DEL AMO BOULEVARD 1347 156 1064 460

138

CHERRY AVENUE

Page 268: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 22, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LAKEWOOD BOULEVARD

E/W DEL AMO BOULEVARD

CITY: LAKEWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 27 218 28 40 210 23 13 106 35 25 187 20 932

715-730 34 207 45 28 250 33 14 140 43 48 236 26 1104

730-745 33 222 48 44 230 46 18 171 70 43 285 38 1248

745-800 31 205 51 51 227 32 25 172 57 47 220 40 1158

800-815 32 192 52 33 233 34 18 132 32 24 144 36 962

815-830 35 185 41 39 216 40 26 126 42 32 162 36 980

830-845 32 166 29 22 209 34 21 151 51 27 157 26 925

845-900 34 125 32 29 180 21 19 124 26 28 127 28 773

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 125 852 172 163 917 134 70 589 205 163 928 124 4442

715-815 130 826 196 156 940 145 75 615 202 162 885 140 4472

730-830 131 804 192 167 906 152 87 601 201 146 811 150 4348

745-845 130 748 173 145 885 140 90 581 182 130 683 138 4025

800-900 133 668 154 123 838 129 84 533 151 111 590 126 3640

AM PEAK HOUR

715-815 156

130 826 196 940

145

140

DEL AMO BOULEVARD 885 202 615 75

162

LAKEWOOD BOULEVARD

Page 269: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 22, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LAKEWOOD BOULEVARD

E/W DEL AMO BOULEVARD

CITY: LAKEWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 51 158 82 70 148 54 39 185 34 31 152 45 1049

1115-1130 44 154 49 58 130 43 24 171 29 26 139 43 910

1130-1145 56 199 79 67 199 63 39 202 40 28 138 48 1158

1145-1200 54 175 60 60 156 32 36 180 25 21 138 58 995

1200-1215 81 196 70 35 157 38 44 209 49 30 170 60 1139

1215-1230 61 222 80 50 191 58 27 180 31 27 141 40 1108

1230-1245 64 220 77 48 181 49 35 170 48 27 190 54 1163

1245-100 99 186 70 71 179 45 33 174 26 26 153 39 1101

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 205 686 270 255 633 192 138 738 128 106 567 194 4112

1115-1215 235 724 258 220 642 176 143 762 143 105 585 209 4202

1130-1230 252 792 289 212 703 191 146 771 145 106 587 206 4400

1145-1245 260 813 287 193 685 177 142 739 153 105 639 212 4405

1200-100 305 824 297 204 708 190 139 733 154 110 654 193 4511

MD PEAK HOUR

1200-100 204

305 824 297 708

190

193

DEL AMO BOULEVARD 654 154 733 139

110

LAKEWOOD BOULEVARD

Page 270: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 22, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LAKEWOOD BOULEVARD

E/W DEL AMO BOULEVARD

CITY: LAKEWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 40 201 64 55 221 51 46 245 52 28 257 65 1325

415-430 75 244 95 94 296 96 54 286 94 44 320 45 1743

430-445 56 270 84 58 310 75 39 256 59 28 289 61 1585

445-500 70 300 112 97 327 114 41 241 65 44 318 61 1790

500-515 57 298 87 97 314 91 41 297 62 28 313 60 1745

515-530 42 212 53 68 207 59 73 296 64 57 339 75 1545

530-545 30 181 39 53 158 33 56 305 67 56 310 67 1355

545-600 38 195 61 77 148 42 70 242 67 79 238 70 1327

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 241 1015 355 304 1154 336 180 1028 270 144 1184 232 6443

415-515 258 1112 378 346 1247 376 175 1080 280 144 1240 227 6863

430-530 225 1080 336 320 1158 339 194 1090 250 157 1259 257 6665

445-545 199 991 291 315 1006 297 211 1139 258 185 1280 263 6435

500-600 167 886 240 295 827 225 240 1140 260 220 1200 272 5972

PM PEAK HOUR

415-515 346

258 1112 378 1247

376

227

DEL AMO BOULEVARD 1240 280 1080 175

144

LAKEWOOD BOULEVARD

Page 271: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ARTESIA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 29 124 16 18 234 55 17 109 54 29 46 12 743

715-730 23 177 23 25 272 58 10 106 56 27 56 10 843

730-745 38 196 39 40 296 47 22 102 47 31 99 13 970

745-800 38 161 20 47 239 51 19 133 53 17 84 12 874

800-815 30 126 20 35 227 61 13 91 64 15 52 18 752

815-830 33 125 19 25 226 52 18 94 51 15 48 12 718

830-845 19 125 20 26 198 48 15 106 53 13 28 13 664

845-900 15 89 24 25 144 46 20 94 58 13 30 14 572

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 128 658 98 130 1041 211 68 450 210 104 285 47 3430

715-815 129 660 102 147 1034 217 64 432 220 90 291 53 3439

730-830 139 608 98 147 988 211 72 420 215 78 283 55 3314

745-845 120 537 79 133 890 212 65 424 221 60 212 55 3008

800-900 97 465 83 111 795 207 66 385 226 56 158 57 2706

AM PEAK HOUR

715-815 147

129 660 102 1034

217

53

ARTESIA BOULEVARD 291 220 432 64

90

LONG BEACH BOULEVARD

Page 272: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ARTESIA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 15 95 24 23 32 22 22 93 14 13 32 13 398

1115-1130 15 120 18 19 45 27 20 99 19 26 32 15 455

1130-1145 11 123 21 26 27 13 26 92 24 17 44 14 438

1145-1200 10 119 18 18 46 20 24 101 30 21 43 17 467

1200-1215 16 106 33 21 52 22 27 110 33 23 46 22 511

1215-1230 20 123 24 24 45 31 23 106 24 21 29 16 486

1230-1245 16 121 23 29 64 32 21 110 21 17 45 22 521

1245-100 9 132 21 34 48 40 38 106 28 14 57 21 548

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 51 457 81 86 150 82 92 385 87 77 151 59 1758

1115-1215 52 468 90 84 170 82 97 402 106 87 165 68 1871

1130-1230 57 471 96 89 170 86 100 409 111 82 162 69 1902

1145-1245 62 469 98 92 207 105 95 427 108 82 163 77 1985

1200-100 61 482 101 108 209 125 109 432 106 75 177 81 2066

MD PEAK HOUR

1200-100 108

61 482 101 209

125

81

ARTESIA BOULEVARD 177 106 432 109

75

LONG BEACH BOULEVARD

Page 273: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ARTESIA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 16 157 39 40 60 16 42 149 33 33 142 37 764

415-430 15 154 33 35 56 28 49 161 23 38 189 34 815

430-445 11 160 35 20 71 20 53 184 38 33 192 56 873

445-500 11 132 35 30 52 29 47 185 20 34 217 52 844

500-515 16 120 46 37 75 20 57 186 23 35 219 45 879

515-530 12 144 48 40 59 32 33 147 34 23 230 26 828

530-545 13 136 38 34 68 21 61 188 30 20 162 33 804

545-600 16 121 50 26 50 18 64 180 58 42 151 45 821

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 53 603 142 125 239 93 191 679 114 138 740 179 3296

415-515 53 566 149 122 254 97 206 716 104 140 817 187 3411

430-530 50 556 164 127 257 101 190 702 115 125 858 179 3424

445-545 52 532 167 141 254 102 198 706 107 112 828 156 3355

500-600 57 521 182 137 252 91 215 701 145 120 762 149 3332

PM PEAK HOUR

430-530 127

50 556 164 257

101

179

ARTESIA BOULEVARD 858 115 702 190

125

LONG BEACH BOULEVARD

Page 274: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, JUNE 5, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET EAST

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 4 10 3 10 182 1 2 12 0 0 81 2 307

715-730 4 15 3 16 212 0 9 9 3 1 106 3 381

730-745 3 19 6 14 226 1 3 18 3 3 124 6 426

745-800 7 35 9 18 239 3 3 16 0 1 139 9 479

800-815 3 10 3 17 187 2 3 11 3 0 127 3 369

815-830 0 12 4 16 168 1 0 9 2 2 129 2 345

830-845 0 11 2 11 128 3 0 11 3 2 114 4 289

845-900 2 15 3 14 117 1 1 16 10 2 116 4 301

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 18 79 21 58 859 5 17 55 6 5 450 20 1593

715-815 17 79 21 65 864 6 18 54 9 5 496 21 1655

730-830 13 76 22 65 820 7 9 54 8 6 519 20 1619

745-845 10 68 18 62 722 9 6 47 8 5 509 18 1482

800-900 5 48 12 58 600 7 4 47 18 6 486 13 1304

AM PEAK HOUR

715-815 65

17 79 21 864

6

21

ALONDRA BOULEVARD 496 9 54 18

5

ALAMEDA STREET EAST

Page 275: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, JUNE 5, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET EAST

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 12 15 3 6 99 2 4 10 4 2 111 5 273

1115-1130 2 12 6 5 128 0 3 11 0 2 118 5 292

1130-1145 4 9 8 8 128 0 2 10 0 3 116 8 296

1145-1200 2 8 5 6 101 2 3 11 0 0 112 3 253

1200-1215 4 9 7 9 123 2 2 10 2 1 125 1 295

1215-1230 5 12 4 9 118 0 0 15 1 1 112 8 285

1230-1245 5 11 4 2 129 1 5 12 2 2 117 3 293

1245-100 5 22 8 7 95 0 1 7 0 1 101 4 251

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 20 44 22 25 456 4 12 42 4 7 457 21 1114

1115-1215 12 38 26 28 480 4 10 42 2 6 471 17 1136

1130-1230 15 38 24 32 470 4 7 46 3 5 465 20 1129

1145-1245 16 40 20 26 471 5 10 48 5 4 466 15 1126

1200-100 19 54 23 27 465 3 8 44 5 5 455 16 1124

MD PEAK HOUR

1115-1215 28

12 38 26 480

4

17

ALONDRA BOULEVARD 471 2 42 10

6

ALAMEDA STREET EAST

Page 276: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, JUNE 5, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET EAST

E/W ALONDRA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 2 19 5 14 144 1 0 23 4 0 161 3 376

415-430 2 14 9 5 131 1 3 23 5 5 184 5 387

430-445 4 24 11 4 135 1 4 20 2 4 214 7 430

445-500 1 15 9 8 165 0 4 25 3 1 264 3 498

500-515 2 20 9 9 147 2 7 22 3 1 216 7 445

515-530 2 12 12 7 132 0 0 29 4 2 227 6 433

530-545 1 9 14 4 114 0 1 16 0 2 223 9 393

545-600 0 7 5 7 133 0 0 11 1 0 213 4 381

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 9 72 34 31 575 3 11 91 14 10 823 18 1691

415-515 9 73 38 26 578 4 18 90 13 11 878 22 1760

430-530 9 71 41 28 579 3 15 96 12 8 921 23 1806

445-545 6 56 44 28 558 2 12 92 10 6 930 25 1769

500-600 5 48 40 27 526 2 8 78 8 5 879 26 1652

PM PEAK HOUR

430-530 28

9 71 41 579

3

23

ALONDRA BOULEVARD 921 12 96 15

8

ALAMEDA STREET EAST

Page 277: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, JUNE 5, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET WEST

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 11 134 13 20 143 9 2 85 8 8 78 13 524

715-730 20 136 12 17 195 9 2 79 11 6 93 10 590

730-745 18 145 22 22 210 10 8 100 14 10 104 10 673

745-800 24 154 21 26 197 22 8 102 22 15 106 14 711

800-815 20 138 16 19 141 12 2 105 11 13 123 16 616

815-830 17 113 14 16 149 11 7 93 19 15 107 23 584

830-845 21 101 13 11 123 10 10 92 19 11 97 16 524

845-900 23 98 16 10 116 9 11 93 11 19 91 22 519

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 73 569 68 85 745 50 20 366 55 39 381 47 2498

715-815 82 573 71 84 743 53 20 386 58 44 426 50 2590

730-830 79 550 73 83 697 55 25 400 66 53 440 63 2584

745-845 82 506 64 72 610 55 27 392 71 54 433 69 2435

800-900 81 450 59 56 529 42 30 383 60 58 418 77 2243

AM PEAK HOUR

715-815 84

82 573 71 743

53

50

ALONDRA BOULEVARD 426 58 386 20

44

ALAMEDA STREET WEST

Page 278: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET WEST

E/W ALONDRA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 12 99 8 17 88 17 11 101 6 20 93 19 491

1115-1130 18 100 12 15 101 11 9 99 3 19 85 14 486

1130-1145 22 116 10 14 101 10 15 99 9 17 111 20 544

1145-1200 16 119 14 10 100 6 10 92 12 19 101 10 509

1200-1215 23 127 5 10 111 8 7 109 10 20 105 12 547

1215-1230 14 111 10 10 101 7 15 97 16 19 87 10 497

1230-1245 18 124 11 13 112 5 11 96 14 16 99 15 534

1245-100 11 131 14 10 103 4 13 102 17 18 92 13 528

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 68 434 44 56 390 44 45 391 30 75 390 63 2030

1115-1215 79 462 41 49 413 35 41 399 34 75 402 56 2086

1130-1230 75 473 39 44 413 31 47 397 47 75 404 52 2097

1145-1245 71 481 40 43 424 26 43 394 52 74 392 47 2087

1200-100 66 493 40 43 427 24 46 404 57 73 383 50 2106

MD PEAK HOUR

1200-100 43

66 493 40 427

24

50

ALONDRA BOULEVARD 383 57 404 46

73

ALAMEDA STREET WEST

Page 279: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, JUNE 5, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET WEST

E/W ALONDRA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 14 154 32 12 132 12 10 156 14 9 125 18 688

415-430 16 150 24 20 124 8 11 142 8 8 163 19 693

430-445 12 165 28 12 123 11 13 142 6 13 191 15 731

445-500 11 143 20 14 128 10 20 179 13 13 215 8 774

500-515 5 126 22 18 119 13 10 171 13 18 188 19 722

515-530 18 153 23 13 128 7 18 174 9 17 196 14 770

530-545 13 124 20 14 113 8 21 149 7 17 197 12 695

545-600 13 100 14 11 101 7 19 133 7 12 173 7 597

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 53 612 104 58 507 41 54 619 41 43 694 60 2886

415-515 44 584 94 64 494 42 54 634 40 52 757 61 2920

430-530 46 587 93 57 498 41 61 666 41 61 790 56 2997

445-545 47 546 85 59 488 38 69 673 42 65 796 53 2961

500-600 49 503 79 56 461 35 68 627 36 64 754 52 2784

PM PEAK HOUR

430-530 57

46 587 93 498

41

56

ALONDRA BOULEVARD 790 41 666 61

61

ALAMEDA STREET WEST

Page 280: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S SANTA FE AVENUE

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 14 129 18 34 148 25 15 75 28 15 71 14 586

715-730 18 161 19 53 193 41 24 102 25 12 84 14 746

730-745 22 197 39 56 202 59 44 115 23 19 134 19 929

745-800 25 208 49 48 200 37 32 88 34 15 101 20 857

800-815 22 154 26 62 167 29 22 79 18 20 80 20 699

815-830 15 119 20 34 153 39 20 42 10 24 50 30 556

830-845 14 93 25 30 114 21 25 79 16 81 35 45 578

845-900 12 82 11 22 114 20 28 30 16 74 25 38 472

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 79 695 125 191 743 162 115 380 110 61 390 67 3118

715-815 87 720 133 219 762 166 122 384 100 66 399 73 3231

730-830 84 678 134 200 722 164 118 324 85 78 365 89 3041

745-845 76 574 120 174 634 126 99 288 78 140 266 115 2690

800-900 63 448 82 148 548 109 95 230 60 199 190 133 2305

AM PEAK HOUR

715-815 219

87 720 133 762

166

73

ALONDRA BOULEVARD 399 100 384 122

66

SANTA FE AVENUE

Page 281: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 22 70 23 19 88 25 18 97 13 10 87 15 487

1115-1130 21 79 26 24 99 19 29 90 11 17 90 15 520

1130-1145 14 71 29 28 89 16 31 99 23 16 86 23 525

1145-1200 19 55 31 26 72 17 28 92 14 14 83 22 473

1200-1215 15 71 21 27 104 19 22 109 18 22 87 15 530

1215-1230 19 89 33 21 83 11 10 94 11 22 80 16 489

1230-1245 17 68 25 24 94 9 18 99 18 24 86 21 503

1245-100 16 81 20 20 96 10 17 92 23 23 76 16 490

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 76 275 109 97 348 77 106 378 61 57 346 75 2005

1115-1215 69 276 107 105 364 71 110 390 66 69 346 75 2048

1130-1230 67 286 114 102 348 63 91 394 66 74 336 76 2017

1145-1245 70 283 110 98 353 56 78 394 61 82 336 74 1995

1200-100 67 309 99 92 377 49 67 394 70 91 329 68 2012

MD PEAK HOUR

1115-1215 105

69 276 107 364

71

75

ALONDRA BOULEVARD 346 66 390 110

69

SANTA FE AVENUE

Page 282: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 30 114 26 34 102 18 44 182 15 17 156 14 752

415-430 29 101 34 27 106 19 37 157 35 20 190 35 790

430-445 22 111 34 24 108 19 51 232 29 15 197 28 870

445-500 24 115 39 36 102 16 39 207 20 17 187 18 820

500-515 29 130 55 26 103 14 52 219 19 19 205 19 890

515-530 27 117 36 30 119 11 43 228 17 19 247 19 913

530-545 20 91 32 33 96 8 35 162 6 20 186 15 704

545-600 14 82 29 26 108 9 45 143 9 12 138 13 628

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 105 441 133 121 418 72 171 778 99 69 730 95 3232

415-515 104 457 162 113 419 68 179 815 103 71 779 100 3370

430-530 102 473 164 116 432 60 185 886 85 70 836 84 3493

445-545 100 453 162 125 420 49 169 816 62 75 825 71 3327

500-600 90 420 152 115 426 42 175 752 51 70 776 66 3135

PM PEAK HOUR

430-530 116

102 473 164 432

60

84

ALONDRA BOULEVARD 836 85 886 185

70

SANTA FE AVENUE

Page 283: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 15 99 26 36 184 19 7 96 21 13 78 8 602

715-730 23 91 20 26 199 22 11 80 29 11 89 21 622

730-745 32 126 31 50 236 39 7 112 33 19 154 31 870

745-800 34 132 32 46 225 39 16 128 37 24 198 32 943

800-815 19 127 39 56 218 41 10 115 22 19 129 32 827

815-830 21 88 20 33 147 18 13 105 20 13 87 21 586

830-845 20 99 25 41 146 26 10 103 20 10 78 21 599

845-900 12 95 26 42 141 21 14 104 16 14 96 29 610

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 104 448 109 158 844 119 41 416 120 67 519 92 3037

715-815 108 476 122 178 878 141 44 435 121 73 570 116 3262

730-830 106 473 122 185 826 137 46 460 112 75 568 116 3226

745-845 94 446 116 176 736 124 49 451 99 66 492 106 2955

800-900 72 409 110 172 652 106 47 427 78 56 390 103 2622

AM PEAK HOUR

715-815 178

108 476 122 878

141

116

ALONDRA BOULEVARD 570 121 435 44

73

LONG BEACH BOULEVARD

Page 284: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 26 113 38 42 84 14 13 126 12 21 89 32 610

1115-1130 20 109 29 35 103 16 10 124 16 12 80 32 586

1130-1145 28 133 23 48 92 26 27 114 15 11 87 23 627

1145-1200 38 167 40 75 99 27 20 137 11 19 83 22 738

1200-1215 20 129 33 39 80 17 18 119 13 10 98 39 615

1215-1230 21 127 47 59 79 23 19 119 11 16 91 30 642

1230-1245 16 120 38 38 88 18 20 120 17 14 80 35 604

1245-100 25 131 45 59 94 22 19 122 18 9 86 40 670

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 112 522 130 200 378 83 70 501 54 63 339 109 2561

1115-1215 106 538 125 197 374 86 75 494 55 52 348 116 2566

1130-1230 107 556 143 221 350 93 84 489 50 56 359 114 2622

1145-1245 95 543 158 211 346 85 77 495 52 59 352 126 2599

1200-100 82 507 163 195 341 80 76 480 59 49 355 144 2531

MD PEAK HOUR

1130-1230 221

107 556 143 350

93

114

ALONDRA BOULEVARD 359 50 489 84

56

LONG BEACH BOULEVARD

Page 285: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 24 176 53 63 108 30 24 166 16 22 180 43 905

415-430 26 177 51 51 121 45 20 167 16 25 161 34 894

430-445 22 134 34 41 103 38 34 177 15 16 182 38 834

445-500 28 159 47 74 124 39 22 175 15 20 214 41 958

500-515 19 173 52 58 115 36 31 225 24 28 220 31 1012

515-530 18 182 58 67 119 38 19 164 19 27 170 39 920

530-545 20 147 47 39 98 21 22 154 15 20 168 38 789

545-600 25 150 66 65 116 29 18 187 18 26 173 36 909

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 100 646 185 229 456 152 100 685 62 83 737 156 3591

415-515 95 643 184 224 463 158 107 744 70 89 777 144 3698

430-530 87 648 191 240 461 151 106 741 73 91 786 149 3724

445-545 85 661 204 238 456 134 94 718 73 95 772 149 3679

500-600 82 652 223 229 448 124 90 730 76 101 731 144 3630

PM PEAK HOUR

430-530 240

87 648 191 461

151

149

ALONDRA BOULEVARD 786 73 741 106

91

LONG BEACH BOULEVARD

Page 286: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 9 80 68 41 179 22 24 73 38 12 125 3 674

715-730 9 88 74 47 207 24 34 60 38 15 178 7 781

730-745 11 138 72 65 222 29 34 96 35 22 234 22 980

745-800 20 122 85 76 240 25 38 83 42 30 270 19 1050

800-815 16 104 80 82 229 32 32 59 20 19 166 17 856

815-830 10 81 65 61 192 31 20 77 31 15 137 23 743

830-845 13 54 55 50 146 36 24 52 24 11 116 11 592

845-900 18 60 58 56 134 23 22 67 22 17 117 20 614

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 49 428 299 229 848 100 130 312 153 79 807 51 3485

715-815 56 452 311 270 898 110 138 298 135 86 848 65 3667

730-830 57 445 302 284 883 117 124 315 128 86 807 81 3629

745-845 59 361 285 269 807 124 114 271 117 75 689 70 3241

800-900 57 299 258 249 701 122 98 255 97 62 536 71 2805

AM PEAK HOUR

715-815 270

56 452 311 898

110

65

ALONDRA BOULEVARD 848 135 298 138

86

ATLANTIC BOULEVARD

Page 287: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ATLANTIC AVENUE

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 9 54 62 39 120 18 34 48 15 16 106 21 542

1115-1130 19 56 47 61 130 21 25 51 17 15 112 14 568

1130-1145 16 33 45 59 119 27 22 48 24 21 106 21 541

1145-1200 22 58 58 64 104 26 30 71 24 21 110 24 612

1200-1215 14 54 50 65 146 26 20 47 29 15 119 18 603

1215-1230 10 25 38 43 110 19 35 45 17 29 166 23 560

1230-1245 17 55 51 57 146 30 27 45 21 22 124 18 613

1245-100 22 47 59 70 144 36 24 60 25 8 122 16 633

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 66 201 212 223 473 92 111 218 80 73 434 80 2263

1115-1215 71 201 200 249 499 100 97 217 94 72 447 77 2324

1130-1230 62 170 191 231 479 98 107 211 94 86 501 86 2316

1145-1245 63 192 197 229 506 101 112 208 91 87 519 83 2388

1200-100 63 181 198 235 546 111 106 197 92 74 531 75 2409

MD PEAK HOUR

1200-100 235

63 181 198 546

111

75

ALONDRA BOULEVARD 531 92 197 106

74

ATLANTIC AVENUE

Page 288: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ATLANTIC AVENUE

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 17 87 64 87 198 45 38 99 33 25 199 31 923

415-430 17 70 63 68 166 39 31 86 34 34 203 24 835

430-445 16 80 73 77 188 33 43 93 27 37 220 18 905

445-500 12 92 88 78 186 24 45 95 22 22 255 17 936

500-515 18 72 63 92 185 34 23 118 34 34 229 25 927

515-530 26 80 49 73 166 39 35 95 39 37 230 24 893

530-545 24 91 66 76 181 26 39 98 34 33 209 20 897

545-600 20 96 52 84 154 45 36 73 28 30 212 23 853

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 62 329 288 310 738 141 157 373 116 118 877 90 3599

415-515 63 314 287 315 725 130 142 392 117 127 907 84 3603

430-530 72 324 273 320 725 130 146 401 122 130 934 84 3661

445-545 80 335 266 319 718 123 142 406 129 126 923 86 3653

500-600 88 339 230 325 686 144 133 384 135 134 880 92 3570

PM PEAK HOUR

430-530 320

72 324 273 725

130

84

ALONDRA BOULEVARD 934 122 401 146

130

ATLANTIC AVENUE

Page 289: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S GARFILED AVENUE

E/W ALONDRA BOULEVARD

CITY: PARAMOUNT

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 17 112 29 33 189 22 26 95 31 22 93 17 686

715-730 23 145 35 48 194 36 21 97 25 20 83 29 756

730-745 19 126 32 20 185 33 34 108 34 27 119 29 766

745-800 17 148 40 24 149 33 38 142 50 39 147 34 861

800-815 23 169 71 20 185 22 27 107 36 23 151 31 865

815-830 28 128 51 23 149 35 35 99 39 21 129 27 764

830-845 15 107 39 27 136 29 25 108 32 17 121 16 672

845-900 19 86 48 22 123 44 36 110 29 19 135 18 689

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 76 531 136 125 717 124 119 442 140 108 442 109 3069

715-815 82 588 178 112 713 124 120 454 145 109 500 123 3248

730-830 87 571 194 87 668 123 134 456 159 110 546 121 3256

745-845 83 552 201 94 619 119 125 456 157 100 548 108 3162

800-900 85 490 209 92 593 130 123 424 136 80 536 92 2990

AM PEAK HOUR

730-830 87

87 571 194 668

123

121

ALONDRA BOULEVARD 546 159 456 134

110

GARFILED AVENUE

Page 290: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

INTERSECTION: N/S GARFIELD AVENUE

E/W ALONDRA BOULEVARD

CITY: PARAMOUNT

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 23 95 46 31 153 33 35 111 33 23 115 24 722

1115-1130 14 93 37 25 123 27 26 88 32 26 117 20 628

1130-1145 17 106 54 37 137 24 39 71 13 21 110 25 654

1145-1200 26 153 60 39 180 46 34 73 34 29 124 28 826

1200-1215 14 101 54 22 135 30 43 77 30 20 106 29 661

1215-1230 27 136 56 25 169 29 28 81 25 18 132 28 754

1230-1245 28 136 52 44 166 48 35 73 32 14 139 31 798

1245-100 20 116 60 31 137 37 37 87 34 19 118 20 716

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

100-1200 80 447 197 132 593 130 134 343 112 99 466 97 2830

1100-1200 71 453 205 123 575 127 142 309 109 96 457 102 2769

1130-1230 84 496 224 123 621 129 144 302 102 88 472 110 2895

1145-1245 95 526 222 130 650 153 140 304 121 81 501 116 3039

1200-100 89 489 222 122 607 144 143 318 121 71 495 108 2929

MD PEAK HOUR

1145-1245 130

95 526 222 650

153

116

ALONDRA BOULEVARD 501 121 304 140

81

GARFIELD AVENUE

GARFILED AVENUE

Page 291: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W ALONDRA BOULEVARD

CITY: PARAMOUNT

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 19 159 68 33 162 65 43 96 38 21 194 29 927

415-430 25 125 40 20 168 46 29 103 28 14 204 20 822

430-445 19 149 71 20 159 48 56 127 41 18 224 31 963

445-500 22 149 58 25 171 55 34 105 21 21 245 31 937

500-515 17 179 82 32 231 46 51 116 37 29 230 21 1071

515-530 22 143 54 21 174 52 49 101 22 23 250 28 939

530-545 18 131 39 32 195 28 47 89 32 20 248 24 903

545-600 21 90 31 17 101 26 39 86 21 10 208 10 660

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 85 582 237 98 660 214 162 431 128 74 867 111 3649

415-515 83 602 251 97 729 195 170 451 127 82 903 103 3793

430-530 80 620 265 98 735 201 190 449 121 91 949 111 3910

445-545 79 602 233 110 771 181 181 411 112 93 973 104 3850

500-600 78 543 206 102 701 152 186 392 112 82 936 83 3573

PM PEAK HOUR

430-530 98

80 620 265 735

201

111

ALONDRA BOULEVARD 949 121 449 190

91

GARFIELD AVENUE

Page 292: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W ALONDRA BOULEVARD

CITY: PARAMOUNT

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 16 81 9 20 155 18 18 85 36 15 82 19 554

715-730 16 87 20 23 205 11 16 116 40 18 118 16 686

730-745 20 111 20 22 245 20 10 101 48 22 129 15 763

745-800 29 103 24 31 207 27 10 117 54 44 143 21 810

800-815 17 127 32 28 172 28 12 109 39 28 143 23 758

815-830 18 132 22 25 156 26 32 109 49 27 129 24 749

830-845 12 106 34 27 164 22 11 103 25 28 112 24 668

845-900 15 113 37 27 128 35 13 132 24 30 118 28 700

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 81 382 73 96 812 76 54 419 178 99 472 71 2813

715-815 82 428 96 104 829 86 48 443 181 112 533 75 3017

730-830 84 473 98 106 780 101 64 436 190 121 544 83 3080

745-845 76 468 112 111 699 103 65 438 167 127 527 92 2985

800-900 62 478 125 107 620 111 68 453 137 113 502 99 2875

AM PEAK HOUR

730-830 106

84 473 98 780

101

83

ALONDRA BOULEVARD 544 190 436 64

121

PARAMOUNT BOULEVARD

Page 293: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W ALONDRA BOULEVARD

CITY: PARAMOUNT

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 18 131 30 26 105 36 30 141 45 39 129 31 761

1115-1130 20 126 29 28 100 33 28 105 37 31 138 32 707

1130-1145 23 143 32 40 116 46 49 100 34 24 112 30 749

1145-1200 24 129 33 28 126 32 29 125 32 38 138 30 764

1200-1215 25 134 48 24 135 35 44 123 39 25 150 28 810

1215-1230 21 158 24 29 106 47 34 135 35 36 152 32 809

1230-1245 25 133 26 32 110 49 32 132 54 25 132 26 776

1245-100 22 148 32 31 99 35 34 107 35 22 143 31 739

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 85 529 124 122 447 147 136 471 148 132 517 123 2981

1115-1215 92 532 142 120 477 146 150 453 142 118 538 120 3030

1130-1230 93 564 137 121 483 160 156 483 140 123 552 120 3132

1145-1245 95 554 131 113 477 163 139 515 160 124 572 116 3159

1200-100 93 573 130 116 450 166 144 497 163 108 577 117 3134

MD PEAK HOUR

1145-1245 113

95 554 131 477

163

116

ALONDRA BOULEVARD 572 160 515 139

124

PARAMOUNT BOULEVARD

Page 294: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY MAY 28, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W ALONDRA BOULEVARD

CITY: PARAMOUNT

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 17 169 54 22 122 43 28 104 27 12 158 28 784

415-430 25 201 54 20 138 40 25 142 36 35 185 41 942

430-445 21 160 28 23 102 30 21 145 35 41 194 21 821

445-500 18 151 36 25 143 52 28 151 39 47 212 35 937

500-515 29 184 51 33 160 36 18 159 37 42 252 46 1047

515-530 17 155 45 26 142 37 28 171 58 34 264 33 1010

530-545 19 168 44 21 121 44 19 155 33 25 203 20 872

545-600 6 157 37 37 129 39 23 139 50 40 181 28 866

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 81 681 172 90 505 165 102 542 137 135 749 125 3484

415-515 93 696 169 101 543 158 92 597 147 165 843 143 3747

430-530 85 650 160 107 547 155 95 626 169 164 922 135 3815

445-545 83 658 176 105 566 169 93 636 167 148 931 134 3866

500-600 71 664 177 117 552 156 88 624 178 141 900 127 3795

PM PEAK HOUR

445-545 105

83 658 176 566

169

134

ALONDRA BOULEVARD 931 167 636 93

148

PARAMOUNT BOULEVARD

Page 295: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S WILLOWBROOK AVENUE

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 2 23 20 20 227 7 4 13 2 5 160 2 485

715-730 5 21 22 30 274 12 2 14 1 5 162 0 548

730-745 14 32 23 43 297 6 3 17 4 10 173 0 622

745-800 12 31 31 30 278 8 8 26 7 8 206 1 646

800-815 9 28 29 41 243 17 2 19 4 6 173 0 571

815-830 9 24 24 27 223 10 2 15 2 15 180 2 533

830-845 3 18 28 17 177 8 3 16 4 4 136 2 416

845-900 5 22 24 19 168 7 4 6 5 6 156 7 429

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 33 107 96 123 1076 33 17 70 14 28 701 3 2301

715-815 40 112 105 144 1092 43 15 76 16 29 714 1 2387

730-830 44 115 107 141 1041 41 15 77 17 39 732 3 2372

745-845 33 101 112 115 921 43 15 76 17 33 695 5 2166

800-900 26 92 105 104 811 42 11 56 15 31 645 11 1949

AM PEAK HOUR

715-815 144

40 112 105 1092

43

1

ROSECRANS AVENUE 714 16 76 15

29

WILLOWBROOK AVENUE

Page 296: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S WILLOWBROOK AVENUE

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 5 10 12 20 143 6 2 13 5 12 141 0 369

1115-1130 5 12 15 20 133 6 1 6 2 9 158 0 367

1130-1145 5 9 18 16 134 3 2 16 8 8 151 4 374

1145-1200 3 14 15 21 142 2 1 12 2 3 151 4 370

1200-1215 4 16 18 13 168 7 6 12 8 10 159 1 422

1215-1230 6 16 25 11 163 5 2 23 6 6 175 4 442

1230-1245 7 16 19 16 154 5 3 11 6 3 175 6 421

1245-100 6 17 14 14 150 5 0 15 7 11 158 3 400

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 18 45 60 77 552 17 6 47 17 32 601 8 1480

1115-1215 17 51 66 70 577 18 10 46 20 30 619 9 1533

1130-1230 18 55 76 61 607 17 11 63 24 27 636 13 1608

1145-1245 20 62 77 61 627 19 12 58 22 22 660 15 1655

1200-100 23 65 76 54 635 22 11 61 27 30 667 14 1685

MD PEAK HOUR

1200-100 54

23 65 76 635

22

14

ROSECRANS AVENUE 667 27 61 11

30

WILLOWBROOK AVENUE

Page 297: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S WILLOWBROOK AVENUE

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 4 12 25 29 188 9 8 29 5 6 237 1 553

415-430 8 13 20 32 186 7 4 32 9 2 238 5 556

430-445 11 18 18 43 208 7 8 27 3 8 247 1 599

445-500 6 16 28 41 210 2 1 14 3 4 323 5 653

500-515 8 11 20 40 228 6 4 29 12 6 323 4 691

515-530 11 15 31 37 202 3 1 21 4 7 225 2 559

530-545 7 16 19 34 200 4 6 27 5 2 225 7 552

545-600 5 16 22 38 199 6 3 19 4 2 245 4 563

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 29 59 91 145 792 25 21 102 20 20 1045 12 2361

415-515 33 58 86 156 832 22 17 102 27 20 1131 15 2499

430-530 36 60 97 161 848 18 14 91 22 25 1118 12 2502

445-545 32 58 98 152 840 15 12 91 24 19 1096 18 2455

500-600 31 58 92 149 829 19 14 96 25 17 1018 17 2365

PM PEAK HOUR

430-530 161

36 60 97 848

18

12

ROSECRANS AVENUE 1118 22 91 14

25

WILLOWBROOK AVENUE

Page 298: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S MONA/ WILLOWBROOK AVENUE

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 3 19 17 12 253 3 8 19 8 23 155 10 530

715-730 6 18 17 15 292 4 8 11 8 20 160 11 570

730-745 15 21 17 12 323 9 6 15 9 20 178 9 634

745-800 6 30 20 15 289 6 14 14 19 24 189 12 638

800-815 7 22 18 12 265 5 7 25 16 21 178 10 586

815-830 3 19 15 9 221 5 12 21 15 13 173 7 513

830-845 8 18 12 17 216 3 5 16 10 12 167 8 492

845-900 6 27 16 13 184 11 6 17 11 12 158 4 465

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 30 88 71 54 1157 22 36 59 44 87 682 42 2372

715-815 34 91 72 54 1169 24 35 65 52 85 705 42 2428

730-830 31 92 70 48 1098 25 39 75 59 78 718 38 2371

745-845 24 89 65 53 991 19 38 76 60 70 707 37 2229

800-900 24 86 61 51 886 24 30 79 52 58 676 29 2056

AM PEAK HOUR

715-815 54

34 91 72 1169

24

42

ROSECRANS AVENUE 705 52 65 35

85

MONA/ WILLOWBROOK AVENUE

Page 299: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S MONA/ WILLOWBROOK AVENUE

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 7 20 16 17 138 5 15 35 15 12 150 8 438

1115-1130 6 15 9 18 145 8 8 26 19 19 150 8 431

1130-1145 10 23 19 11 141 7 8 27 24 12 137 10 429

1145-1200 5 24 17 16 120 8 8 37 22 10 163 10 440

1200-1215 8 20 12 19 157 4 11 33 16 21 146 10 457

1215-1230 15 25 15 23 153 14 12 34 16 14 166 14 501

1230-1245 7 24 16 13 151 6 7 32 22 16 174 14 482

1245-100 14 37 13 13 136 15 6 27 17 20 160 10 468

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 28 82 61 62 544 28 39 125 80 53 600 36 1738

1115-1215 29 82 57 64 563 27 35 123 81 62 596 38 1757

1130-1230 38 92 63 69 571 33 39 131 78 57 612 44 1827

1145-1245 35 93 60 71 581 32 38 136 76 61 649 48 1880

1200-100 44 106 56 68 597 39 36 126 71 71 646 48 1908

MD PEAK HOUR

1200-100 68

44 106 56 597

39

48

ROSECRANS AVENUE 646 71 126 36

71

MONA/ WILLOWBROOK AVENUE

Page 300: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S MONA/ WILLOWBROOK AVENUE

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 7 24 16 27 194 8 8 24 26 22 250 9 615

415-430 10 34 23 28 201 5 6 36 19 22 265 9 658

430-445 13 30 24 26 227 6 9 36 21 20 285 9 706

445-500 14 22 19 28 203 10 8 25 25 12 260 21 647

500-515 8 28 25 26 209 6 8 39 25 22 280 12 688

515-530 9 34 15 22 226 7 18 40 30 22 295 10 728

530-545 10 19 21 28 213 11 15 39 25 26 260 20 687

545-600 8 23 19 26 188 15 24 41 25 17 226 10 622

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 44 110 82 109 825 29 31 121 91 76 1060 48 2626

415-515 45 114 91 108 840 27 31 136 90 76 1090 51 2699

430-530 44 114 83 102 865 29 43 140 101 76 1120 52 2769

445-545 41 103 80 104 851 34 49 143 105 82 1095 63 2750

500-600 35 104 80 102 836 39 65 159 105 87 1061 52 2725

PM PEAK HOUR

430-530 102

44 114 83 865

29

52

ROSECRANS AVENUE 1120 101 140 43

76

MONA/ WILLOWBROOK AVENUE

Page 301: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 14 8 29 0 10 3 27 0 0 0 0 91

715-730 0 23 11 32 0 12 9 31 0 0 0 0 118

730-745 0 39 26 39 0 15 7 48 0 0 0 0 174

745-800 0 39 25 48 0 16 8 42 0 0 0 0 178

800-815 0 23 10 40 0 16 4 22 0 0 0 0 115

815-830 0 28 11 21 0 13 3 28 0 0 0 0 104

830-845 0 19 8 28 0 11 3 15 0 0 0 0 84

845-900 0 17 10 25 0 8 5 17 0 0 0 0 82

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 115 70 148 0 53 27 148 0 0 0 0 561

715-815 0 124 72 159 0 59 28 143 0 0 0 0 585

730-830 0 129 72 148 0 60 22 140 0 0 0 0 571

745-845 0 109 54 137 0 56 18 107 0 0 0 0 481

800-900 0 87 39 114 0 48 15 82 0 0 0 0 385

AM PEAK HOUR

715-815 159

0 124 72 0

59

0

ROSECRANS AVENUE 0 0 143 28

0

ALAMEDA STREET (EAST)

Page 302: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 17 8 17 0 13 11 19 0 0 0 0 85

1115-1130 0 18 15 21 0 13 7 17 0 0 0 0 91

1130-1145 0 21 21 25 0 6 8 23 0 0 0 0 104

1145-1200 0 15 12 23 0 11 8 15 0 0 0 0 84

1200-1215 0 21 14 22 0 9 5 19 0 0 0 0 90

1215-1230 0 12 6 14 0 11 6 10 0 0 0 0 59

1230-1245 0 18 9 19 0 10 7 14 0 0 0 0 77

1245-100 0 9 7 13 0 13 3 18 0 0 0 0 63

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 71 56 86 0 43 34 74 0 0 0 0 364

1115-1215 0 75 62 91 0 39 28 74 0 0 0 0 369

1130-1230 0 69 53 84 0 37 27 67 0 0 0 0 337

1145-1245 0 66 41 78 0 41 26 58 0 0 0 0 310

1200-100 0 60 36 68 0 43 21 61 0 0 0 0 289

MD PEAK HOUR

1115-1215 91

0 75 62 0

39

0

ROSECRANS AVENUE 0 0 74 28

0

ALAMEDA STREET (EAST)

Page 303: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 26 16 22 0 11 10 30 0 0 0 0 115

415-430 0 28 19 16 0 14 11 30 0 0 0 0 118

430-445 0 26 13 17 0 16 7 20 0 0 0 0 99

445-500 0 29 9 25 0 13 3 39 0 0 0 0 118

500-515 0 38 20 22 0 14 7 36 0 0 0 0 137

515-530 0 30 15 22 0 12 3 31 0 0 0 0 113

530-545 0 39 31 25 0 14 6 33 0 0 0 0 148

545-600 0 21 22 19 0 10 9 24 0 0 0 0 105

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 109 57 80 0 54 31 119 0 0 0 0 450

415-515 0 121 61 80 0 57 28 125 0 0 0 0 472

430-530 0 123 57 86 0 55 20 126 0 0 0 0 467

445-545 0 136 75 94 0 53 19 139 0 0 0 0 516

500-600 0 128 88 88 0 50 25 124 0 0 0 0 503

PM PEAK HOUR

445-545 94

0 136 75 0

53

0

ROSECRANS AVENUE 0 0 139 19

0

ALAMEDA STREET (EAST)

Page 304: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 8 131 0 0 0 0 0 127 10 21 0 29 326

715-730 11 144 0 0 0 0 0 131 10 25 0 21 342

730-745 20 211 0 0 0 0 0 164 23 33 0 33 484

745-800 13 206 0 0 0 0 0 152 31 45 0 28 475

800-815 10 156 0 0 0 0 0 134 18 34 0 19 371

815-830 14 145 0 0 0 0 0 121 24 28 0 12 344

830-845 15 123 0 0 0 0 0 109 16 26 0 22 311

845-900 12 116 0 0 0 0 0 94 12 30 0 15 279

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 52 692 0 0 0 0 0 574 74 124 0 111 1627

715-815 54 717 0 0 0 0 0 581 82 137 0 101 1672

730-830 57 718 0 0 0 0 0 571 96 140 0 92 1674

745-845 52 630 0 0 0 0 0 516 89 133 0 81 1501

800-900 51 540 0 0 0 0 0 458 70 118 0 68 1305

AM PEAK HOUR

730-830 0

57 718 0 0

0

92

ROSECRANS AVENUE 0 96 571 0

140

ALAMEDA STREET (WEST)

Page 305: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 14 129 0 0 0 0 0 108 22 20 0 13 306

1115-1130 18 123 0 0 0 0 0 107 16 24 0 16 304

1130-1145 15 130 0 0 0 0 0 96 26 17 0 16 300

1145-1200 10 110 0 0 0 0 0 98 15 20 0 19 272

1200-1215 19 101 0 0 0 0 0 94 18 34 0 19 285

1215-1230 10 110 0 0 0 0 0 86 28 18 0 15 267

1230-1245 10 115 0 0 0 0 0 87 15 19 0 18 264

1245-100 12 113 0 0 0 0 0 106 13 17 0 14 275

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 57 492 0 0 0 0 0 409 79 81 0 64 1182

1115-1215 62 464 0 0 0 0 0 395 75 95 0 70 1161

1130-1230 54 451 0 0 0 0 0 374 87 89 0 69 1124

1145-1245 49 436 0 0 0 0 0 365 76 91 0 71 1088

1200-100 51 439 0 0 0 0 0 373 74 88 0 66 1091

MD PEAK HOUR

100-1200 0

57 492 0 0

0

64

ROSECRANS AVENUE 0 79 409 0

81

ALAMEDA STREET (WEST)

Page 306: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 16 149 0 0 0 0 0 152 23 31 0 20 391

415-430 26 168 0 0 0 0 0 170 22 40 0 13 439

430-445 14 166 0 0 0 0 0 153 22 28 0 15 398

445-500 16 198 0 0 0 0 0 163 29 21 0 14 441

500-515 15 138 0 0 0 0 0 193 34 28 0 31 439

515-530 19 162 0 0 0 0 0 215 26 24 0 20 466

530-545 19 153 0 0 0 0 0 180 32 16 0 18 418

545-600 17 137 0 0 0 0 0 150 23 29 0 13 369

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 72 681 0 0 0 0 0 638 96 120 0 62 1669

415-515 71 670 0 0 0 0 0 679 107 117 0 73 1717

430-530 64 664 0 0 0 0 0 724 111 101 0 80 1744

445-545 69 651 0 0 0 0 0 751 121 89 0 83 1764

500-600 70 590 0 0 0 0 0 738 115 97 0 82 1692

PM PEAK HOUR

445-545 0

69 651 0 0

0

83

ROSECRANS AVENUE 0 121 751 0

89

ALAMEDA STREET (WEST)

Page 307: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S SANTA FE AVE

E/W ROSECRANS AVEVUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 21 99 14 19 231 14 10 75 40 13 116 19 671

715-730 19 101 21 23 240 14 7 72 33 27 125 8 690

730-745 27 194 55 19 267 19 11 69 42 37 147 6 893

745-800 22 144 49 20 253 20 11 109 39 27 193 14 901

800-815 19 86 16 29 244 24 9 104 59 21 200 14 825

815-830 14 79 12 24 204 25 10 91 28 17 133 13 650

830-845 11 72 14 26 183 20 18 71 24 23 117 8 587

845-900 11 43 11 17 157 25 18 47 16 24 121 5 495

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 89 538 139 81 991 67 39 325 154 104 581 47 3155

715-815 87 525 141 91 1004 77 38 354 173 112 665 42 3309

730-830 82 503 132 92 968 88 41 373 168 102 673 47 3269

745-845 66 381 91 99 884 89 48 375 150 88 643 49 2963

800-900 55 280 53 96 788 94 55 313 127 85 571 40 2557

AM PEAK HOUR

715-815 91

87 525 141 1004

77

42

ROSECRANS AVEVUE 665 173 354 38

112

SANTA FE AVE

Page 308: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 10 79 28 12 122 18 20 67 30 15 148 14 563

1115-1130 10 54 24 10 129 22 19 64 22 28 159 23 564

1130-1145 10 55 26 17 110 18 10 65 15 17 122 11 476

1145-1200 12 52 21 16 129 22 13 53 21 13 124 19 495

1200-1215 18 75 28 15 131 16 12 68 26 15 127 17 548

1215-1230 10 50 24 17 145 21 13 73 23 18 139 21 554

1230-1245 13 74 24 21 144 26 13 75 21 11 134 16 572

1245-100 19 50 19 16 120 13 11 48 16 15 146 10 483

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 42 240 99 55 490 80 62 249 88 73 553 67 2098

1115-1215 50 236 99 58 499 78 54 250 84 73 532 70 2083

1130-1230 50 232 99 65 515 77 48 259 85 63 512 68 2073

1145-1245 53 251 97 69 549 85 51 269 91 57 524 73 2169

1200-100 60 249 95 69 540 76 49 264 86 59 546 64 2157

MD PEAK HOUR

1145-1245 69

53 251 97 549

85

73

ROSECRANS AVENUE 524 91 269 51

57

SANTA FE AVENUE

Page 309: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY MAY 29, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 14 83 35 15 131 27 25 134 41 23 234 13 775

415-430 21 117 32 19 162 24 21 155 41 20 237 13 862

430-445 19 134 39 20 181 38 13 125 49 19 239 20 896

445-500 10 72 23 18 173 39 11 169 44 24 270 23 876

500-515 16 70 24 15 165 21 22 125 49 33 272 21 833

515-530 20 88 42 19 184 30 34 130 43 20 250 21 881

530-545 10 94 29 21 193 21 18 126 37 20 280 29 878

545-600 14 70 36 16 161 27 17 125 27 16 264 27 800

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 64 406 129 72 647 128 70 583 175 86 980 69 3409

415-515 66 393 118 72 681 122 67 574 183 96 1018 77 3467

430-530 65 364 128 72 703 128 80 549 185 96 1031 85 3486

445-545 56 324 118 73 715 111 85 550 173 97 1072 94 3468

500-600 60 322 131 71 703 99 91 506 156 89 1066 98 3392

PM PEAK HOUR

430-530 72

65 364 128 703

128

85

ROSECRANS AVENUE 1031 185 549 80

96

SANTA FE AVENUE

Page 310: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 29, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 19 84 33 24 219 14 14 86 17 13 115 19 657

715-730 22 113 35 31 265 13 23 86 19 18 127 13 765

730-745 26 116 51 34 242 19 28 88 28 22 158 27 839

745-800 29 135 45 28 272 27 20 92 29 25 161 30 893

800-815 20 101 27 31 260 19 25 112 27 21 139 36 818

815-830 17 86 25 28 193 12 16 94 30 16 118 16 651

830-845 26 87 32 30 171 21 19 98 20 10 107 16 637

845-900 27 76 33 28 195 18 13 92 21 17 132 23 675

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 96 448 164 117 998 73 85 352 93 78 561 89 3154

715-815 97 465 158 124 1039 78 96 378 103 86 585 106 3315

730-830 92 438 148 121 967 77 89 386 114 84 576 109 3201

745-845 92 409 129 117 896 79 80 396 106 72 525 98 2999

800-900 90 350 117 117 819 70 73 396 98 64 496 91 2781

AM PEAK HOUR

715-815 124

97 465 158 1039

78

106

ROSECRANS AVENUE 585 103 378 96

86

LONG BEACH BOULEVARD

Page 311: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 29, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ROSECRANS AVENUE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 35 117 33 34 122 20 27 132 26 29 103 26 704

1115-1130 29 120 31 26 100 21 33 118 25 28 110 39 680

1130-1145 27 120 30 37 113 21 22 120 26 28 122 49 715

1145-1200 28 147 28 56 145 24 30 156 35 38 133 43 863

1200-1215 23 110 24 40 112 23 23 119 29 20 106 39 668

1215-1230 41 130 26 33 119 21 23 130 32 17 117 28 717

1230-1245 34 132 38 29 146 24 32 136 34 28 128 25 786

1245-100 21 107 27 31 132 24 23 117 39 25 127 37 710

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 119 504 122 153 480 86 112 526 112 123 468 157 2962

1115-1215 107 497 113 159 470 89 108 513 115 114 471 170 2926

1130-1230 119 507 108 166 489 89 98 525 122 103 478 159 2963

1145-1245 126 519 116 158 522 92 108 541 130 103 484 135 3034

1200-100 119 479 115 133 509 92 101 502 134 90 478 129 2881

MD PEAK HOUR

1145-1245 158

126 519 116 522

92

135

ROSECRANS AVENUE 484 130 541 108

103

LONG BEACH BOULEVARD

Page 312: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY, MAY 29, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W ROSECRANS AVE

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 24 149 43 34 179 30 25 171 41 17 209 40 962

415-430 31 147 51 43 160 24 22 179 41 37 234 54 1023

430-445 36 153 48 31 187 24 29 199 34 28 207 46 1022

445-500 30 138 40 54 149 14 31 199 31 31 206 38 961

500-515 37 140 54 47 187 20 35 170 40 17 239 41 1027

515-530 34 133 50 56 190 26 32 187 36 41 229 38 1052

530-545 34 129 56 46 197 21 34 191 42 41 212 50 1053

545-600 31 136 54 43 163 21 37 182 30 34 209 32 972

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 121 587 182 162 675 92 107 748 147 113 856 178 3968

415-515 134 578 193 175 683 82 117 747 146 113 886 179 4033

430-530 137 564 192 188 713 84 127 755 141 117 881 163 4062

445-545 135 540 200 203 723 81 132 747 149 130 886 167 4093

500-600 136 538 214 192 737 88 138 730 148 133 889 161 4104

PM PEAK HOUR

500-600 192

136 538 214 737

88

161

ROSECRANS AVE 889 148 730 138

133

LONG BEACH BOULEVARD

Page 313: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY, JUNE 4, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ATLANTIC AVENUE

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 30 107 88 51 222 10 17 121 36 26 254 25 987

715-730 23 104 77 42 234 10 24 110 35 20 244 16 939

730-745 28 135 116 54 265 20 21 130 54 22 274 12 1131

745-800 25 114 75 66 236 12 18 101 49 20 221 10 947

800-815 18 101 51 63 211 10 18 92 50 23 166 25 828

815-830 27 89 47 43 161 19 29 99 28 31 156 19 748

830-845 19 62 55 33 181 17 15 67 26 15 138 21 649

845-900 15 59 34 38 101 15 12 58 18 16 134 17 517

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 106 460 356 213 957 52 80 462 174 88 993 63 4004

715-815 94 454 319 225 946 52 81 433 188 85 905 63 3845

730-830 98 439 289 226 873 61 86 422 181 96 817 66 3654

745-845 89 366 228 205 789 58 80 359 153 89 681 75 3172

800-900 79 311 187 177 654 61 74 316 122 85 594 82 2742

AM PEAK HOUR

700-800 213

106 460 356 957

52

63

ROSECRANS AVENUE 993 174 462 80

88

ATLANTIC AVENUE

Page 314: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY, JUNE 4, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ATLANTIC AVENUE

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 14 73 44 48 138 19 18 66 31 22 158 16 647

1115-1130 26 72 46 39 138 13 21 66 36 26 143 13 639

1130-1145 25 57 44 25 127 11 20 93 27 33 166 26 654

1145-1200 19 47 38 40 146 28 22 64 21 24 124 15 588

1200-1215 24 61 53 55 139 18 25 70 37 31 161 26 700

1215-1230 27 57 41 37 164 15 29 80 30 29 151 36 696

1230-1245 25 66 39 33 161 23 16 52 19 20 129 10 593

1245-100 20 61 37 41 130 28 15 76 29 25 125 20 607

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 84 249 172 152 549 71 81 289 115 105 591 70 2528

1115-1215 94 237 181 159 550 70 88 293 121 114 594 80 2581

1130-1230 95 222 176 157 576 72 96 307 115 117 602 103 2638

1145-1245 95 231 171 165 610 84 92 266 107 104 565 87 2577

1200-100 96 245 170 166 594 84 85 278 115 105 566 92 2596

MD PEAK HOUR

1130-1230 157

95 222 176 576

72

103

ROSECRANS AVENUE 602 115 307 96

117

ATLANTIC AVENUE

Page 315: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY, JUNE 4, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ATLANTIC AVENUE

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 25 65 62 54 209 21 29 116 41 35 263 27 947

415-430 23 99 52 71 213 18 20 106 32 25 234 27 920

430-445 25 74 65 59 234 20 20 90 44 26 241 26 924

445-500 25 72 48 78 250 14 26 104 23 36 254 29 959

500-515 21 96 52 75 265 15 15 114 31 26 230 26 966

515-530 19 54 44 51 233 13 20 142 37 36 276 34 959

530-545 19 95 64 82 248 17 22 131 37 30 253 32 1030

545-600 17 86 58 60 254 16 30 112 38 38 226 33 968

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 98 310 227 262 906 73 95 416 140 122 992 109 3750

415-515 94 341 217 283 962 67 81 414 130 113 959 108 3769

430-530 90 296 209 263 982 62 81 450 135 124 1001 115 3808

445-545 84 317 208 286 996 59 83 491 128 128 1013 121 3914

500-600 76 331 218 268 1000 61 87 499 143 130 985 125 3923

PM PEAK HOUR

500-600 268

76 331 218 1000

61

125

ROSECRANS AVENUE 985 143 499 87

130

ATLANTIC AVENUE

Page 316: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY, JUNE 4, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S GARFIELD AVENUE

E/W ROSECRANS AVENUE

CITY: PARAMOUNT

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 45 126 30 10 159 18 21 128 35 20 86 51 729

715-730 65 149 42 24 171 31 26 147 42 30 121 64 912

730-745 112 201 40 32 199 30 38 176 22 46 189 77 1162

745-800 108 211 71 36 190 35 60 173 39 43 209 71 1246

800-815 82 181 67 31 155 42 43 128 34 31 156 64 1014

815-830 56 126 36 29 161 47 18 135 25 42 104 42 821

830-845 67 130 41 32 126 27 27 108 21 23 123 51 776

845-900 40 120 43 28 89 30 25 109 21 28 114 45 692

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 330 687 183 102 719 114 145 624 138 139 605 263 4049

715-815 367 742 220 123 715 138 167 624 137 150 675 276 4334

730-830 358 719 214 128 705 154 159 612 120 162 658 254 4243

745-845 313 648 215 128 632 151 148 544 119 139 592 228 3857

800-900 245 557 187 120 531 146 113 480 101 124 497 202 3303

AM PEAK HOUR

715-815 123

367 742 220 715

138

276

ROSECRANS AVENUE 675 137 624 167

150

GARFIELD AVENUE

Page 317: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY, JUNE 4, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 56 105 41 37 103 31 34 89 36 28 115 39 714

1115-1130 32 112 36 35 111 37 22 78 21 31 103 42 660

1130-1145 27 100 28 28 104 23 24 109 32 32 118 53 678

1145-1200 32 104 35 27 115 27 36 113 24 22 121 30 686

1200-1215 40 97 57 54 116 34 22 108 38 23 127 42 758

1215-1230 43 104 47 37 127 24 31 111 35 35 115 38 747

1230-1245 39 109 46 42 139 43 32 125 30 27 102 38 772

1245-100 58 123 49 41 144 32 21 108 34 14 105 33 762

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 147 421 140 127 433 118 116 389 113 113 457 164 2738

1115-1215 131 413 156 144 446 121 104 408 115 108 469 167 2782

1130-1230 142 405 167 146 462 108 113 441 129 112 481 163 2869

1145-1245 154 414 185 160 497 128 121 457 127 107 465 148 2963

1200-100 180 433 199 174 526 133 106 452 137 99 449 151 3039

MD PEAK HOUR

1200-100 174

180 433 199 526

133

151

ROSECRANS AVENUE 449 137 452 106

99

GARFIELD AVENUE

Page 318: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY, JUNE 4, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 89 150 48 39 159 43 32 153 31 27 193 61 1025

415-430 74 130 35 35 136 46 25 151 29 23 180 60 924

430-445 69 180 51 38 167 42 41 164 44 33 184 47 1060

445-500 47 143 74 32 152 34 24 151 39 27 209 63 995

500-515 59 147 56 41 164 43 27 188 29 42 234 57 1087

515-530 66 145 54 37 199 44 37 152 38 39 216 57 1084

530-545 81 152 64 31 189 48 39 115 21 21 155 48 964

545-600 62 164 54 31 154 32 24 83 21 20 147 45 837

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 279 603 208 144 614 165 122 619 143 110 766 231 4004

415-515 249 600 216 146 619 165 117 654 141 125 807 227 4066

430-530 241 615 235 148 682 163 129 655 150 141 843 224 4226

445-545 253 587 248 141 704 169 127 606 127 129 814 225 4130

500-600 268 608 228 140 706 167 127 538 109 122 752 207 3972

PM PEAK HOUR

430-530 148

241 615 235 682

163

224

ROSECRANS AVENUE 843 150 655 129

141

GARFIELD AVENUE

Page 319: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY, JUNE 4, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W ROSECRANS AVENUE

CITY: PARAMOUNT

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 47 94 14 11 122 17 21 75 13 10 65 19 508

715-730 57 115 23 13 173 20 30 70 21 20 109 36 687

730-745 67 140 32 17 172 23 55 102 49 37 126 34 854

745-800 55 162 19 10 157 47 88 142 37 38 179 57 991

800-815 44 173 18 23 153 23 67 137 55 49 124 29 895

815-830 36 145 15 22 142 34 31 135 32 40 98 43 773

830-845 25 103 24 24 103 23 23 94 27 25 90 27 588

845-900 41 109 19 23 88 20 18 79 15 33 83 24 552

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 226 511 88 51 624 107 194 389 120 105 479 146 3040

715-815 223 590 92 63 655 113 240 451 162 144 538 156 3427

730-830 202 620 84 72 624 127 241 516 173 164 527 163 3513

745-845 160 583 76 79 555 127 209 508 151 152 491 156 3247

800-900 146 530 76 92 486 100 139 445 129 147 395 123 2808

AM PEAK HOUR

730-830 72

202 620 84 624

127

163

ROSECRANS AVENUE 527 173 516 241

164

PARAMOUNT BOULEVARD

Page 320: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY, JUNE 4, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 25 113 23 30 96 28 36 98 28 30 91 31 629

1115-1130 37 109 34 21 102 20 32 101 20 33 87 35 631

1130-1145 26 108 25 30 101 21 37 125 35 27 86 43 664

1145-1200 42 82 36 34 98 34 22 120 27 34 112 40 681

1200-1215 38 105 27 26 103 32 44 97 38 25 103 40 678

1215-1230 30 113 30 24 99 31 35 109 24 32 101 43 671

1230-1245 40 110 32 31 115 27 55 125 46 47 110 45 783

1245-100 32 126 34 34 118 26 27 106 32 26 97 35 693

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 130 412 118 115 397 103 127 444 110 124 376 149 2605

1115-1215 143 404 122 111 404 107 135 443 120 119 388 158 2654

1130-1230 136 408 118 114 401 118 138 451 124 118 402 166 2694

1145-1245 150 410 125 115 415 124 156 451 135 138 426 168 2813

1200-100 140 454 123 115 435 116 161 437 140 130 411 163 2825

MD PEAK HOUR

1200-100 115

140 454 123 435

116

163

ROSECRANS AVENUE 411 140 437 161

130

PARAMOUNT BOULEVARD

Page 321: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY, JUNE 4, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 26 132 43 34 127 38 36 141 33 45 194 55 904

415-430 45 117 31 41 133 30 39 180 34 31 174 50 905

430-445 28 138 33 51 154 28 37 162 30 40 194 57 952

445-500 58 157 37 28 134 33 37 168 22 58 220 70 1022

500-515 35 138 37 43 164 35 56 153 28 56 189 67 1001

515-530 35 142 42 51 151 35 45 153 31 52 163 72 972

530-545 46 139 39 32 142 30 59 178 49 69 189 93 1065

545-600 43 142 48 37 140 53 72 144 30 51 196 73 1029

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 157 544 144 154 548 129 149 651 119 174 782 232 3783

415-515 166 550 138 163 585 126 169 663 114 185 777 244 3880

430-530 156 575 149 173 603 131 175 636 111 206 766 266 3947

445-545 174 576 155 154 591 133 197 652 130 235 761 302 4060

500-600 159 561 166 163 597 153 232 628 138 228 737 305 4067

PM PEAK HOUR

500-600 163

159 561 166 597

153

305

ROSECRANS AVENUE 737 138 628 232

228

PARAMOUNT BOULEVARD

Page 322: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W IMPERIAL HIGHWAY

CITY: LYNWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 146 115 17 17 223 22 19 133 44 15 66 82 899

715-730 138 153 15 11 247 20 10 133 43 20 57 94 941

730-745 143 164 16 19 272 23 13 156 25 41 95 105 1072

745-800 138 167 19 10 287 41 14 149 19 89 86 81 1100

800-815 109 119 11 9 215 27 8 90 16 49 70 69 792

815-830 96 108 14 12 175 24 8 97 28 29 83 73 747

830-845 82 106 19 15 158 19 12 87 32 14 43 46 633

845-900 67 96 16 10 131 10 11 90 17 23 70 56 597

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 565 599 67 57 1029 106 56 571 131 165 304 362 4012

715-815 528 603 61 49 1021 111 45 528 103 199 308 349 3905

730-830 486 558 60 50 949 115 43 492 88 208 334 328 3711

745-845 425 500 63 46 835 111 42 423 95 181 282 269 3272

800-900 354 429 60 46 679 80 39 364 93 115 266 244 2769

AM PEAK HOUR

700-800 57

565 599 67 1029

106

362

IMPERIAL HIGHWAY 304 131 571 56

165

ALAMEDA STREET

Page 323: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 17, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W IMPERIAL HIGHWAY

CITY: LYNWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 82 108 21 19 86 20 21 88 26 33 102 75 681

1115-1130 80 95 31 13 89 21 18 62 20 24 94 54 601

1130-1145 89 101 29 10 91 20 26 97 32 29 90 85 699

1145-1200 88 91 16 19 106 19 14 96 42 28 101 53 673

1200-1215 77 117 25 6 120 20 19 85 24 30 90 54 667

1215-1230 103 115 28 8 112 29 19 80 16 32 102 58 702

1230-1245 87 110 26 16 134 20 12 62 23 17 80 52 639

1245-100 102 109 20 13 131 20 16 98 31 16 93 66 715

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 339 395 97 61 372 80 79 343 120 114 387 267 2654

1115-1215 334 404 101 48 406 80 77 340 118 111 375 246 2640

1130-1230 357 424 98 43 429 88 78 358 114 119 383 250 2741

1145-1245 355 433 95 49 472 88 64 323 105 107 373 217 2681

1200-100 369 451 99 43 497 89 66 325 94 95 365 230 2723

MD PEAK HOUR

1130-1230 43

357 424 98 429

88

250

IMPERIAL HIGHWAY 383 114 358 78

119

ALAMEDA STREET

Page 324: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 17, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W IMPERIAL HIGHWAY

CITY: LYNWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 87 155 28 18 117 18 14 162 34 28 218 104 983

415-430 99 149 37 16 101 18 21 136 42 19 220 101 959

430-445 94 146 32 11 122 13 20 158 49 15 236 94 990

445-500 93 161 34 14 126 21 24 177 39 24 217 90 1020

500-515 116 157 29 12 158 12 19 196 48 25 210 99 1081

515-530 99 121 34 15 142 18 17 184 37 16 221 95 999

530-545 99 151 33 15 129 19 16 163 48 15 249 94 1031

545-600 77 126 32 8 118 28 19 100 27 21 227 88 871

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 373 611 131 59 466 70 79 633 164 86 891 389 3952

415-515 402 613 132 53 507 64 84 667 178 83 883 384 4050

430-530 402 585 129 52 548 64 80 715 173 80 884 378 4090

445-545 407 590 130 56 555 70 76 720 172 80 897 378 4131

500-600 391 555 128 50 547 77 71 643 160 77 907 376 3982

PM PEAK HOUR

445-545 56

407 590 130 555

70

378

IMPERIAL HIGHWAY 897 172 720 76

80

ALAMEDA STREET

Page 325: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W IMPERIAL HIGHWAY

CITY: LYNWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 16 256 10 12 208 83 96 231 63 43 108 10 1136

715-730 13 255 17 10 251 95 92 223 61 59 127 16 1219

730-745 16 218 18 12 262 96 91 227 69 42 119 17 1187

745-800 12 205 17 7 225 73 81 242 55 36 117 15 1085

800-815 15 219 24 8 234 76 73 161 49 46 122 10 1037

815-830 12 180 17 7 174 75 82 137 41 32 115 16 888

830-845 14 174 13 8 161 76 76 186 49 42 118 5 922

845-900 6 150 16 12 103 56 61 191 42 47 100 11 795

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 57 934 62 41 946 347 360 923 248 180 471 58 4627

715-815 56 897 76 37 972 340 337 853 234 183 485 58 4528

730-830 55 822 76 34 895 320 327 767 214 156 473 58 4197

745-845 53 778 71 30 794 300 312 726 194 156 472 46 3932

800-900 47 723 70 35 672 283 292 675 181 167 455 42 3642

AM PEAK HOUR

700-800 41

57 934 62 946

347

58

IMPERIAL HIGHWAY 471 248 923 360

180

LONG BEACH BOULEVARD

Page 326: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W IMPERIAL HIGHWAY

CITY: LYNWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 15 182 19 15 112 71 99 212 79 50 131 27 1012

1115-1130 15 188 19 13 101 70 70 226 50 70 118 20 960

1130-1145 23 214 18 12 118 83 77 221 57 59 129 22 1033

1145-1200 19 192 17 13 106 63 85 199 47 60 129 21 951

1200-1215 20 190 24 23 143 96 97 190 65 65 158 30 1101

1215-1230 17 196 25 22 158 75 67 186 52 67 156 30 1051

1230-1245 16 172 22 17 128 68 76 207 52 60 122 25 965

1245-100 13 192 27 15 119 72 73 196 37 58 133 36 971

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 72 776 73 53 437 287 331 858 233 239 507 90 3956

1115-1215 77 784 78 61 468 312 329 836 219 254 534 93 4045

1130-1230 79 792 84 70 525 317 326 796 221 251 572 103 4136

1145-1245 72 750 88 75 535 302 325 782 216 252 565 106 4068

1200-100 66 750 98 77 548 311 313 779 206 250 569 121 4088

MD PEAK HOUR

1130-1230 70

79 792 84 525

317

103

IMPERIAL HIGHWAY 572 221 796 326

251

LONG BEACH BOULEVARD

Page 327: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W IMPERIAL HIGHWAY

CITY: LYNWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 17 227 23 11 139 74 98 295 44 60 213 27 1228

415-430 19 239 20 11 122 71 84 286 52 69 198 27 1198

430-445 14 228 24 21 159 88 77 269 49 71 228 43 1271

445-500 13 224 23 15 127 67 92 307 57 63 214 48 1250

500-515 13 215 17 12 164 69 93 292 52 53 213 52 1245

515-530 18 237 23 17 136 72 87 263 44 48 231 25 1201

530-545 16 208 27 19 155 76 113 280 64 57 236 36 1287

545-600 24 230 20 12 124 74 89 246 42 38 204 36 1139

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 63 918 90 58 547 300 351 1157 202 263 853 145 4947

415-515 59 906 84 59 572 295 346 1154 210 256 853 170 4964

430-530 58 904 87 65 586 296 349 1131 202 235 886 168 4967

445-545 60 884 90 63 582 284 385 1142 217 221 894 161 4983

500-600 71 890 87 60 579 291 382 1081 202 196 884 149 4872

PM PEAK HOUR

445-545 63

60 884 90 582

284

161

IMPERIAL HIGHWAY 894 217 1142 385

221

LONG BEACH BOULEVARD

Page 328: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ATLANTIC AVENUE

E/W IMPERIAL HIGHWAY

CITY: LYNWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 44 81 96 19 244 30 73 74 44 36 170 15 926

715-730 42 101 82 20 233 27 88 84 47 53 198 34 1009

730-745 36 115 107 31 230 38 66 68 30 25 198 22 966

745-800 36 124 78 35 239 42 61 95 23 26 151 22 932

800-815 48 110 81 22 198 36 65 98 30 18 169 23 898

815-830 33 79 73 35 147 26 60 82 21 19 136 16 727

830-845 26 71 73 23 141 19 80 57 20 14 132 20 676

845-900 28 53 55 28 138 19 53 68 29 16 127 17 631

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 158 421 363 105 946 137 288 321 144 140 717 93 3833

715-815 162 450 348 108 900 143 280 345 130 122 716 101 3805

730-830 153 428 339 123 814 142 252 343 104 88 654 83 3523

745-845 143 384 305 115 725 123 266 332 94 77 588 81 3233

800-900 135 313 282 108 624 100 258 305 100 67 564 76 2932

AM PEAK HOUR

700-800 105

158 421 363 946

137

93

IMPERIAL HIGHWAY 717 144 321 288

140

ATLANTIC AVENUE

Page 329: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S GARFIELD AVENUE

E/W IMPERIAL HIGHWAY

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 63 52 10 22 330 27 27 70 16 5 205 35 862

715-730 55 42 15 14 309 31 30 92 33 9 321 63 1014

730-745 69 70 25 26 311 37 38 109 6 4 260 65 1020

745-800 78 80 20 25 365 46 20 87 9 9 315 51 1105

800-815 59 75 28 10 221 29 26 99 7 3 280 48 885

815-830 49 50 16 22 253 29 27 47 5 5 248 46 797

830-845 62 49 17 15 179 21 35 84 8 2 232 45 749

845-900 36 51 15 19 188 26 24 51 7 1 216 25 659

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 265 244 70 87 1315 141 115 358 64 27 1101 214 4001

715-815 261 267 88 75 1206 143 114 387 55 25 1176 227 4024

730-830 255 275 89 83 1150 141 111 342 27 21 1103 210 3807

745-845 248 254 81 72 1018 125 108 317 29 19 1075 190 3536

800-900 206 225 76 66 841 105 112 281 27 11 976 164 3090

AM PEAK HOUR

715-815 75

261 267 88 1206

143

227

IMPERIAL HIGHWAY 1176 55 387 114

25

GARFIELD AVENUE

Page 330: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W IMPERIAL HIGHWAY

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 37 57 18 19 181 23 28 65 15 6 197 29 675

1115-1130 43 48 16 18 177 24 23 56 9 6 176 23 619

1130-1145 41 66 15 13 196 38 25 47 11 12 161 29 654

1145-1200 51 79 21 16 216 34 31 50 17 7 188 26 736

1200-1215 38 56 22 14 214 35 33 55 14 6 207 30 724

1215-1230 49 51 18 15 206 45 20 54 8 17 229 35 747

1230-1245 50 47 12 20 192 43 27 48 16 12 226 42 735

1245-100 49 45 14 13 199 38 30 56 17 8 225 37 731

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 172 250 70 66 770 119 107 218 52 31 722 107 2684

1115-1215 173 249 74 61 803 131 112 208 51 31 732 108 2733

1130-1230 179 252 76 58 832 152 109 206 50 42 785 120 2861

1145-1245 188 233 73 65 828 157 111 207 55 42 850 133 2942

1200-100 186 199 66 62 811 161 110 213 55 43 887 144 2937

MD PEAK HOUR

1145-1245 65

188 233 73 828

157

133

IMPERIAL HIGHWAY 850 55 207 111

42

GARFIELD AVENUE

Page 331: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W IMPERIAL HIGHWAY

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 71 85 28 9 278 31 41 95 16 11 336 54 1055

415-430 67 80 37 14 232 32 29 83 13 10 327 55 979

430-445 65 72 42 17 331 51 56 88 19 8 391 47 1187

445-500 59 109 25 21 301 22 21 104 18 10 362 48 1100

500-515 70 74 23 25 340 41 45 81 16 12 386 45 1158

515-530 59 104 26 26 279 26 48 81 18 6 435 61 1169

530-545 73 88 23 16 298 26 50 118 27 8 410 70 1207

545-600 61 82 25 25 218 31 28 80 16 10 388 52 1016

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 262 346 132 61 1142 136 147 370 66 39 1416 204 4321

415-515 261 335 127 77 1204 146 151 356 66 40 1466 195 4424

430-530 253 359 116 89 1251 140 170 354 71 36 1574 201 4614

445-545 261 375 97 88 1218 115 164 384 79 36 1593 224 4634

500-600 263 348 97 92 1135 124 171 360 77 36 1619 228 4550

PM PEAK HOUR

445-545 88

261 375 97 1218

115

224

IMPERIAL HIGHWAY 1593 79 384 164

36

GARFIELD AVENUE

Page 332: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W IMPERIAL HIGHWAY

CITY: DOWNEY

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 51 154 23 16 223 21 12 167 56 25 127 30 905

715-730 58 172 28 30 238 34 22 229 72 36 191 69 1179

730-745 61 209 48 20 231 20 18 168 65 37 170 56 1103

745-800 65 199 42 25 256 44 16 138 76 36 225 51 1173

800-815 52 162 36 23 201 34 17 155 43 33 186 30 972

815-830 40 135 40 39 218 46 20 145 56 45 190 42 1016

830-845 41 143 38 34 157 35 26 134 41 31 163 42 885

845-900 32 127 39 15 163 34 11 128 61 36 123 39 808

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 235 734 141 91 948 119 68 702 269 134 713 206 4360

715-815 236 742 154 98 926 132 73 690 256 142 772 206 4427

730-830 218 705 166 107 906 144 71 606 240 151 771 179 4264

745-845 198 639 156 121 832 159 79 572 216 145 764 165 4046

800-900 165 567 153 111 739 149 74 562 201 145 662 153 3681

AM PEAK HOUR

715-815 98

236 742 154 926

132

206

IMPERIAL HIGHWAY 772 256 690 73

142

PARAMOUNT BOULEVARD

Page 333: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W IMPERIAL HIGHWAY

CITY: DOWNEY

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 37 126 34 24 132 29 18 104 33 24 139 30 730

1115-1130 44 116 36 26 156 33 17 135 48 45 150 49 855

1130-1145 49 148 33 26 170 33 22 128 48 39 166 58 920

1145-1200 50 144 23 24 156 44 17 158 58 52 165 56 947

1200-1215 37 164 27 44 159 35 13 147 41 40 177 68 952

1215-1230 57 133 33 32 150 29 25 147 62 58 196 61 983

1230-1245 68 144 30 27 127 30 12 139 65 29 159 59 889

1245-100 53 125 42 24 134 34 14 125 51 28 165 57 852

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 180 534 126 100 614 139 74 525 187 160 620 193 3452

1115-1215 180 572 119 120 641 145 69 568 195 176 658 231 3674

1130-1230 193 589 116 126 635 141 77 580 209 189 704 243 3802

1145-1245 212 585 113 127 592 138 67 591 226 179 697 244 3771

1200-100 215 566 132 127 570 128 64 558 219 155 697 245 3676

MD PEAK HOUR

1130-1230 126

193 589 116 635

141

243

IMPERIAL HIGHWAY 704 209 580 77

189

PARAMOUNT BOULEVARD

Page 334: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W IMPERIAL HIGHWAY

CITY: DOWNEY

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 47 166 46 24 197 38 19 213 61 47 266 54 1178

415-430 57 161 39 42 186 29 21 225 80 49 326 80 1295

430-445 52 162 46 24 177 28 22 210 42 30 309 65 1167

445-500 54 164 49 29 222 28 21 223 81 50 286 80 1287

500-515 49 176 52 32 216 43 23 295 84 68 331 96 1465

515-530 56 203 39 39 217 41 30 191 65 47 286 91 1305

530-545 41 170 49 37 210 26 30 211 68 50 333 41 1266

545-600 43 172 52 38 168 22 25 171 67 34 269 76 1137

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 210 653 180 119 782 123 83 871 264 176 1187 279 4927

415-515 212 663 186 127 801 128 87 953 287 197 1252 321 5214

430-530 211 705 186 124 832 140 96 919 272 195 1212 332 5224

445-545 200 713 189 137 865 138 104 920 298 215 1236 308 5323

500-600 189 721 192 146 811 132 108 868 284 199 1219 304 5173

PM PEAK HOUR

445-545 137

200 713 189 865

138

308

IMPERIAL HIGHWAY 1236 298 920 104

215

PARAMOUNT BOULEVARD

Page 335: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 20 136 18 20 199 32 13 138 23 5 156 15 775

715-730 32 156 20 26 219 29 20 166 42 10 192 12 924

730-745 32 129 21 17 258 16 20 177 34 20 148 24 896

745-800 34 109 13 27 261 18 10 196 57 10 187 13 935

800-815 13 112 15 26 204 14 13 139 40 9 149 13 747

815-830 32 61 23 26 192 14 13 129 29 9 122 10 660

830-845 10 61 17 21 181 10 18 112 23 11 127 10 601

845-900 10 68 14 31 155 13 16 92 26 7 114 16 562

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 118 530 72 90 937 95 63 677 156 45 683 64 3530

715-815 111 506 69 96 942 77 63 678 173 49 676 62 3502

730-830 111 411 72 96 915 62 56 641 160 48 606 60 3238

745-845 89 343 68 100 838 56 54 576 149 39 585 46 2943

800-900 65 302 69 104 732 51 60 472 118 36 512 49 2570

AM PEAK HOUR

700-800 90

118 530 72 937

95

64

FIRESTONE BOULEVARD 683 156 677 63

45

LONG BEACH BOULEVARD

Page 336: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 16 113 22 19 141 17 9 136 21 7 119 23 643

1115-1130 23 121 30 20 133 16 14 123 18 17 121 13 649

1130-1145 23 103 16 34 144 14 18 146 28 10 132 23 691

1145-1200 15 126 28 32 144 13 26 130 28 21 156 23 742

1200-1215 17 128 33 34 145 22 18 135 24 16 143 15 730

1215-1230 23 111 24 26 121 22 18 125 25 32 159 24 710

1230-1245 20 141 32 24 124 21 16 106 22 16 136 21 679

1245-100 19 100 29 30 131 11 17 130 22 34 151 34 708

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 77 463 96 105 562 60 67 535 95 55 528 82 2725

1115-1215 78 478 107 120 566 65 76 534 98 64 552 74 2812

1130-1230 78 468 101 126 554 71 80 536 105 79 590 85 2873

1145-1245 75 506 117 116 534 78 78 496 99 85 594 83 2861

1200-100 79 480 118 114 521 76 69 496 93 98 589 94 2827

MD PEAK HOUR

1130-1230 126

78 468 101 554

71

85

FIRESTONE BOULEVARD 590 105 536 80

79

LONG BEACH BOULEVARD

Page 337: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 21 139 24 20 149 28 17 166 21 24 217 27 853

415-430 39 155 25 22 190 24 29 144 19 35 206 27 915

430-445 35 150 30 32 165 22 23 156 15 30 207 39 904

445-500 30 177 28 23 177 27 19 147 20 20 214 27 909

500-515 16 203 25 25 152 23 28 166 23 30 220 31 942

515-530 24 182 28 30 191 12 18 144 20 33 216 24 922

530-545 29 164 21 32 176 16 25 158 18 22 207 43 911

545-600 25 163 21 26 164 10 20 151 16 32 209 32 869

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 125 621 107 97 681 101 88 613 75 109 844 120 3581

415-515 120 685 108 102 684 96 99 613 77 115 847 124 3670

430-530 105 712 111 110 685 84 88 613 78 113 857 121 3677

445-545 99 726 102 110 696 78 90 615 81 105 857 125 3684

500-600 94 712 95 113 683 61 91 619 77 117 852 130 3644

PM PEAK HOUR

445-545 110

99 726 102 696

78

125

FIRESTONE BOULEVARD 857 81 615 90

105

LONG BEACH BOULEVARD

Page 338: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S CALIFORNIA AVENUE

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 11 65 50 19 233 12 31 82 39 11 239 13 805

715-730 18 98 49 23 248 16 26 88 37 22 287 10 922

730-745 36 97 30 27 264 11 30 99 69 35 264 13 975

745-800 33 99 40 18 229 6 21 84 65 47 242 20 904

800-815 19 76 22 10 153 7 15 76 28 21 187 15 629

815-830 10 57 18 14 142 12 10 41 28 11 180 8 531

830-845 9 42 19 10 155 11 13 43 17 15 172 4 510

845-900 9 40 16 14 138 14 17 41 11 12 184 10 506

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 98 359 169 87 974 45 108 353 210 115 1032 56 3606

715-815 106 370 141 78 894 40 92 347 199 125 980 58 3430

730-830 98 329 110 69 788 36 76 300 190 114 873 56 3039

745-845 71 274 99 52 679 36 59 244 138 94 781 47 2574

800-900 47 215 75 48 588 44 55 201 84 59 723 37 2176

AM PEAK HOUR

700-800 87

98 359 169 974

45

56

FIRESTONE BOULEVARD 1032 210 353 108

115

CALIFORNIA AVENUE

Page 339: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S CALIFORNIA AVENUE

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 12 43 23 21 172 9 13 50 11 9 138 7 508

1115-1130 19 53 26 12 175 12 12 54 24 12 180 9 588

1130-1145 18 67 20 15 176 19 18 54 20 16 168 4 595

1145-1200 10 54 20 9 157 10 11 40 14 20 184 11 540

1200-1215 11 63 31 16 158 19 6 46 8 17 207 15 597

1215-1230 18 53 31 10 123 24 13 52 13 19 210 11 577

1230-1245 12 50 25 13 114 10 7 54 11 21 205 10 532

1245-100 18 67 20 8 77 14 7 27 4 13 226 11 492

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 59 217 89 57 680 50 54 198 69 57 670 31 2231

1115-1215 58 237 97 52 666 60 47 194 66 65 739 39 2320

1130-1230 57 237 102 50 614 72 48 192 55 72 769 41 2309

1145-1245 51 220 107 48 552 63 37 192 46 77 806 47 2246

1200-100 59 233 107 47 472 67 33 179 36 70 848 47 2198

MD PEAK HOUR

1115-1215 52

58 237 97 666

60

39

FIRESTONE BOULEVARD 739 66 194 47

65

CALIFORNIA AVENUE

Page 340: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S CALIFORNIA AVENUE

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 24 86 20 23 205 22 23 83 20 22 278 18 824

415-430 19 93 27 20 206 24 13 76 27 25 263 18 811

430-445 20 77 25 21 182 27 13 75 26 24 295 19 804

445-500 21 111 26 17 181 23 19 88 16 23 252 11 788

500-515 17 107 44 29 203 33 16 59 18 40 316 12 894

515-530 28 97 28 17 157 23 11 74 19 34 303 22 813

530-545 22 99 26 10 133 20 19 85 24 34 301 18 791

545-600 21 94 35 15 101 21 15 52 18 35 271 13 691

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 84 367 98 81 774 96 68 322 89 94 1088 66 3227

415-515 77 388 122 87 772 107 61 298 87 112 1126 60 3297

430-530 86 392 123 84 723 106 59 296 79 121 1166 64 3299

445-545 88 414 124 73 674 99 65 306 77 131 1172 63 3286

500-600 88 397 133 71 594 97 61 270 79 143 1191 65 3189

PM PEAK HOUR

430-530 84

86 392 123 723

106

64

FIRESTONE BOULEVARD 1166 79 296 59

121

CALIFORNIA AVENUE

Page 341: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 15 84 161 93 248 9 13 125 34 20 277 44 1123

715-730 24 112 207 112 241 6 16 124 49 16 341 36 1284

730-745 18 118 202 95 244 15 16 145 34 16 357 37 1297

745-800 20 134 220 72 206 14 18 127 41 22 299 37 1210

800-815 15 100 137 75 188 22 18 130 22 19 306 47 1079

815-830 21 84 127 63 188 14 12 107 26 10 238 24 914

830-845 23 59 118 66 205 15 15 90 16 17 243 24 891

845-900 13 68 132 64 176 16 16 93 44 11 206 32 871

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 77 448 790 372 939 44 63 521 158 74 1274 154 4914

715-815 77 464 766 354 879 57 68 526 146 73 1303 157 4870

730-830 74 436 686 305 826 65 64 509 123 67 1200 145 4500

745-845 79 377 602 276 787 65 63 454 105 68 1086 132 4094

800-900 72 311 514 268 757 67 61 420 108 57 993 127 3755

AM PEAK HOUR

700-800 372

77 448 790 939

44

154

FIRESTONE BOULEVARD 1274 158 521 63

74

ATLANTIC BOULEVARD

Page 342: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 17 69 112 56 208 9 20 85 13 21 214 32 856

1115-1130 45 89 142 50 183 26 18 106 22 19 220 29 949

1130-1145 24 98 152 55 195 22 18 84 13 20 252 50 983

1145-1200 25 104 177 65 216 20 26 82 19 21 253 27 1035

1200-1215 26 114 136 50 226 29 21 90 19 15 253 28 1007

1215-1230 37 132 180 56 197 13 31 81 23 29 311 48 1138

1230-1245 40 117 197 67 205 17 13 81 21 29 308 26 1121

1245-100 21 96 162 53 191 14 12 87 34 12 252 36 970

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 111 360 583 226 802 77 82 357 67 81 939 138 3823

1115-1215 120 405 607 220 820 97 83 362 73 75 978 134 3974

1130-1230 112 448 645 226 834 84 96 337 74 85 1069 153 4163

1145-1245 128 467 690 238 844 79 91 334 82 94 1125 129 4301

1200-100 124 459 675 226 819 73 77 339 97 85 1124 138 4236

MD PEAK HOUR

1145-1245 238

128 467 690 844

79

129

FIRESTONE BOULEVARD 1125 82 334 91

94

ATLANTIC BOULEVARD

Page 343: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 45 166 178 59 226 14 8 116 23 19 289 37 1180

415-430 33 145 185 68 250 22 14 100 38 18 276 26 1175

430-445 41 178 199 63 240 16 19 115 23 23 303 43 1263

445-500 28 174 206 73 255 17 17 120 27 20 272 40 1249

500-515 38 193 239 79 256 23 20 127 34 28 330 48 1415

515-530 24 226 248 83 266 21 18 100 27 35 349 48 1445

530-545 50 238 230 99 289 21 11 124 23 26 351 64 1526

545-600 61 228 244 94 281 10 19 106 52 37 337 52 1521

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 147 663 768 263 971 69 58 451 111 80 1140 146 4867

415-515 140 690 829 283 1001 78 70 462 122 89 1181 157 5102

430-530 131 771 892 298 1017 77 74 462 111 106 1254 179 5372

445-545 140 831 923 334 1066 82 66 471 111 109 1302 200 5635

500-600 173 885 961 355 1092 75 68 457 136 126 1367 212 5907

PM PEAK HOUR

500-600 355

173 885 961 1092

75

212

FIRESTONE BOULEVARD 1367 136 457 68

126

ATLANTIC BOULEVARD

Page 344: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S GARFIELD AVENUE

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 81 50 20 29 225 12 18 140 136 53 151 102 1017

715-730 89 79 30 23 213 5 22 159 170 83 205 145 1223

730-745 103 95 29 27 243 8 17 181 169 71 239 160 1342

745-800 91 97 30 22 235 18 14 167 150 88 225 140 1277

800-815 94 79 36 27 200 16 19 128 141 69 217 151 1177

815-830 82 73 31 34 185 25 11 108 128 60 314 158 1209

830-845 90 83 29 27 193 20 31 129 143 93 207 123 1168

845-900 77 56 24 31 173 12 19 100 122 54 152 95 915

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 364 321 109 101 916 43 71 647 625 295 820 547 4859

715-815 377 350 125 99 891 47 72 635 630 311 886 596 5019

730-830 370 344 126 110 863 67 61 584 588 288 995 609 5005

745-845 357 332 126 110 813 79 75 532 562 310 963 572 4831

800-900 343 291 120 119 751 73 80 465 534 276 890 527 4469

AM PEAK HOUR

715-815 99

377 350 125 891

47

596

FIRESTONE BOULEVARD 886 630 635 72

311

GARFIELD AVENUE

Page 345: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 56 91 22 24 181 17 18 103 105 72 252 126 1067

1115-1130 62 74 26 38 207 20 19 92 106 52 228 112 1036

1130-1145 99 94 37 52 207 33 14 99 128 53 220 129 1165

1145-1200 72 99 33 49 204 25 20 95 105 71 256 135 1164

1200-1215 60 73 30 41 243 38 17 94 111 53 228 140 1128

1215-1230 73 90 32 45 200 24 15 91 114 69 250 123 1126

1230-1245 70 92 46 44 223 25 18 90 105 72 234 144 1163

1245-100 88 81 36 47 222 30 15 102 97 58 211 129 1116

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 289 358 118 163 799 95 71 389 444 248 956 502 4432

1115-1215 293 340 126 180 861 116 70 380 450 229 932 516 4493

1130-1230 304 356 132 187 854 120 66 379 458 246 954 527 4583

1145-1245 275 354 141 179 870 112 70 370 435 265 968 542 4581

1200-100 291 336 144 177 888 117 65 377 427 252 923 536 4533

MD PEAK HOUR

1130-1230 187

304 356 132 854

120

527

FIRESTONE BOULEVARD 954 458 379 66

246

GARFIELD AVENUE

Page 346: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W FIRESTONE BOULEVARD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 99 127 31 49 215 28 17 114 102 100 283 170 1335

415-430 82 121 40 37 247 20 18 144 129 110 326 163 1437

430-445 81 105 27 39 207 15 20 131 107 101 296 135 1264

445-500 76 100 34 40 221 23 16 152 117 104 319 145 1347

500-515 79 101 20 38 192 21 10 124 130 124 325 160 1324

515-530 84 137 35 49 215 31 18 138 120 124 369 181 1501

530-545 88 135 43 45 213 22 29 129 108 126 296 146 1380

545-600 117 107 29 27 215 30 18 140 130 114 273 145 1345

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 338 453 132 165 890 86 71 541 455 415 1224 613 5383

415-515 318 427 121 154 867 79 64 551 483 439 1266 603 5372

430-530 320 443 116 166 835 90 64 545 474 453 1309 621 5436

445-545 327 473 132 172 841 97 73 543 475 478 1309 632 5552

500-600 368 480 127 159 835 104 75 531 488 488 1263 632 5550

PM PEAK HOUR

445-545 172

327 473 132 841

97

632

FIRESTONE BOULEVARD 1309 475 543 73

478

GARFIELD AVENUE

Page 347: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W FIRESTONE BOULEVARD

CITY: DOWNEY

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 32 155 27 32 199 25 18 157 23 26 136 39 869

715-730 28 203 29 23 190 34 19 203 25 51 155 38 998

730-745 20 208 24 35 224 56 31 220 53 81 198 55 1205

745-800 38 158 38 41 194 29 26 208 34 30 145 40 981

800-815 50 126 27 42 187 22 21 147 29 12 126 45 834

815-830 25 141 40 23 139 26 14 125 32 14 110 39 728

830-845 29 122 35 24 126 23 18 128 34 19 120 39 717

845-900 32 138 41 25 144 28 18 124 30 14 130 47 771

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 118 724 118 131 807 144 94 788 135 188 634 172 4053

715-815 136 695 118 141 795 141 97 778 141 174 624 178 4018

730-830 133 633 129 141 744 133 92 700 148 137 579 179 3748

745-845 142 547 140 130 646 100 79 608 129 75 501 163 3260

800-900 136 527 143 114 596 99 71 524 125 59 486 170 3050

AM PEAK HOUR

700-800 131

118 724 118 807

144

172

FIRESTONE BOULEVARD 634 135 788 94

188

PARAMOUNT BOULEVARD

Page 348: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W FIRESTONE BOULEVARD

CITY: DOWNEY

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 41 116 52 30 192 40 27 101 28 24 211 50 912

1115-1130 29 110 32 38 180 35 34 104 28 21 178 40 829

1130-1145 41 139 31 33 188 51 31 137 30 23 187 48 939

1145-1200 42 102 33 29 196 29 26 105 29 30 172 53 846

1200-1215 41 137 41 36 194 43 30 122 29 29 188 53 943

1215-1230 26 124 32 30 208 55 25 145 38 20 176 41 920

1230-1245 34 121 26 25 201 45 28 138 32 26 177 42 895

1245-100 33 120 28 37 197 47 21 140 28 22 193 39 905

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 153 467 148 130 756 155 118 447 115 98 748 191 3526

1115-1215 153 488 137 136 758 158 121 468 116 103 725 194 3557

1130-1230 150 502 137 128 786 178 112 509 126 102 723 195 3648

1145-1245 143 484 132 120 799 172 109 510 128 105 713 189 3604

1200-100 134 502 127 128 800 190 104 545 127 97 734 175 3663

MD PEAK HOUR

1200-100 128

134 502 127 800

190

175

FIRESTONE BOULEVARD 734 127 545 104

97

PARAMOUNT BOULEVARD

Page 349: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S PARAMOUNT BOULEVARD

E/W FIRESTONE BOULEVARD

CITY: DOWNEY

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 32 136 29 39 212 54 26 199 41 45 180 50 1043

415-430 48 159 42 53 206 51 23 183 35 25 234 75 1134

430-445 47 179 54 37 217 42 38 206 31 29 221 58 1159

445-500 51 171 43 52 235 41 27 202 26 26 248 63 1185

500-515 23 192 28 32 222 57 28 186 36 29 182 54 1069

515-530 44 192 57 43 222 41 27 189 42 26 195 56 1134

530-545 44 216 47 36 208 60 27 205 25 32 215 78 1193

545-600 43 200 57 31 235 41 27 184 31 25 226 22 1122

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 178 645 168 181 870 188 114 790 133 125 883 246 4521

415-515 169 701 167 174 880 191 116 777 128 109 885 250 4547

430-530 165 734 182 164 896 181 120 783 135 110 846 231 4547

445-545 162 771 175 163 887 199 109 782 129 113 840 251 4581

500-600 154 800 189 142 887 199 109 764 134 112 818 210 4518

PM PEAK HOUR

445-545 163

162 771 175 887

199

251

FIRESTONE BOULEVARD 840 129 782 109

113

PARAMOUNT BOULEVARD

Page 350: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W FLORENCE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 5 0 0 1 0 0 0 0 0 0 0 0 6

715-730 3 0 0 6 0 0 0 0 0 0 0 0 9

730-745 22 0 0 11 0 0 0 0 0 0 0 0 33

745-800 9 0 0 8 0 0 0 0 0 0 0 0 17

800-815 1 0 0 1 0 0 0 0 0 0 0 0 2

815-830 5 0 0 1 0 0 0 0 0 0 0 0 6

830-845 5 0 0 3 0 0 0 0 0 0 0 0 8

845-900 5 0 0 4 0 0 0 0 0 0 0 0 9

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 39 0 0 26 0 0 0 0 0 0 0 0 65

715-815 35 0 0 26 0 0 0 0 0 0 0 0 61

730-830 37 0 0 21 0 0 0 0 0 0 0 0 58

745-845 20 0 0 13 0 0 0 0 0 0 0 0 33

800-900 16 0 0 9 0 0 0 0 0 0 0 0 25

AM PEAK HOUR

700-800 26

39 0 0 0

0

0

FLORENCE AVENUE 0 0 0 0

0

ALAMEDA STREET (EAST)

Page 351: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W FLORENCE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 10 0 0 2 0 0 0 0 0 0 0 0 12

1115-1130 11 0 0 3 0 0 0 0 0 0 0 0 14

1130-1145 6 0 0 1 0 0 0 0 0 0 0 0 7

1145-1200 4 0 0 3 0 0 0 0 0 0 0 0 7

1200-1215 6 0 0 4 0 0 0 0 0 0 0 0 10

1215-1230 8 0 0 1 0 0 0 0 0 0 0 0 9

1230-1245 6 0 0 5 0 0 0 0 0 0 0 0 11

1245-100 8 0 0 4 0 0 0 0 0 0 0 0 12

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 31 0 0 9 0 0 0 0 0 0 0 0 40

1115-1215 27 0 0 11 0 0 0 0 0 0 0 0 38

1130-1230 24 0 0 9 0 0 0 0 0 0 0 0 33

1145-1245 24 0 0 13 0 0 0 0 0 0 0 0 37

1200-100 28 0 0 14 0 0 0 0 0 0 0 0 42

MD PEAK HOUR

1200-100 14

28 0 0 0

0

0

FLORENCE AVENUE 0 0 0 0

0

ALAMEDA STREET (EAST)

Page 352: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W FLORENCE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 4 0 0 3 0 0 0 0 0 0 0 0 7

415-430 11 0 0 2 0 0 0 0 0 0 0 0 13

430-445 16 0 0 3 0 0 0 0 0 0 0 0 19

445-500 7 0 0 4 0 0 0 0 0 0 0 0 11

500-515 13 0 0 1 0 0 0 0 0 0 0 0 14

515-530 12 0 0 0 0 0 0 0 0 0 0 0 12

530-545 7 0 0 2 0 0 0 0 0 0 0 0 9

545-600 7 0 0 0 0 0 0 0 0 0 0 0 7

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 38 0 0 12 0 0 0 0 0 0 0 0 50

415-515 47 0 0 10 0 0 0 0 0 0 0 0 57

430-530 48 0 0 8 0 0 0 0 0 0 0 0 56

445-545 39 0 0 7 0 0 0 0 0 0 0 0 46

500-600 39 0 0 3 0 0 0 0 0 0 0 0 42

PM PEAK HOUR

415-515 10

47 0 0 0

0

0

FLORENCE AVENUE 0 0 0 0

0

ALAMEDA STREET (EAST)

Page 353: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ATLANTIC AVENUE

E/W FLORENCE AVENUE

CITY: BELL

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 14 84 33 37 289 26 26 136 47 25 190 21 928

715-730 14 113 27 36 241 50 31 154 44 27 209 28 974

730-745 13 115 42 28 273 34 30 154 45 28 195 21 978

745-800 24 91 29 25 241 28 19 129 30 20 207 20 863

800-815 10 69 23 32 181 32 23 121 33 16 176 32 748

815-830 11 83 29 46 196 38 26 108 30 20 176 15 778

830-845 12 75 27 34 180 31 20 100 24 20 145 25 693

845-900 26 82 26 30 191 36 32 103 26 22 155 24 753

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 65 403 131 126 1044 138 106 573 166 100 801 90 3743

715-815 61 388 121 121 936 144 103 558 152 91 787 101 3563

730-830 58 358 123 131 891 132 98 512 138 84 754 88 3367

745-845 57 318 108 137 798 129 88 458 117 76 704 92 3082

800-900 59 309 105 142 748 137 101 432 113 78 652 96 2972

AM PEAK HOUR

700-800 126

65 403 131 1044

138

90

FLORENCE AVENUE 801 166 573 106

100

ATLANTIC AVENUE

Page 354: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ATLANTIC AVENUE

E/W FLORENCE AVENUE

CITY: BELL

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 25 127 58 44 198 35 19 87 42 11 161 26 833

1115-1130 18 117 50 36 202 35 23 105 38 23 173 20 840

1130-1145 21 127 47 49 201 42 40 120 26 22 201 34 930

1145-1200 28 119 63 39 210 43 29 120 35 29 179 27 921

1200-1215 26 120 57 38 183 28 30 157 33 33 199 28 932

1215-1230 19 137 81 43 215 43 41 123 37 25 179 29 972

1230-1245 16 116 72 39 214 26 25 124 39 36 213 20 940

1245-100 22 112 61 35 190 32 36 122 20 28 203 21 882

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 92 490 218 168 811 155 111 432 141 85 714 107 3524

1115-1215 93 483 217 162 796 148 122 502 132 107 752 109 3623

1130-1230 94 503 248 169 809 156 140 520 131 109 758 118 3755

1145-1245 89 492 273 159 822 140 125 524 144 123 770 104 3765

1200-100 83 485 271 155 802 129 132 526 129 122 794 98 3726

MD PEAK HOUR

1145-1245 159

89 492 273 822

140

104

FLORENCE AVENUE 770 144 524 125

123

ATLANTIC AVENUE

Page 355: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ATLANTIC AVENUE

E/W FLORENCE AVENUE

CITY: BELL

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 22 168 51 47 220 45 36 123 22 42 231 39 1046

415-430 15 162 51 37 217 44 28 127 36 25 273 45 1060

430-445 20 174 51 56 248 47 29 117 26 25 254 40 1087

445-500 11 150 51 38 225 30 23 116 45 38 229 23 979

500-515 21 168 64 44 243 51 29 135 34 26 229 32 1076

515-530 15 157 51 39 232 55 20 122 37 33 219 38 1018

530-545 18 153 48 45 228 63 23 138 35 44 221 33 1049

545-600 26 187 45 41 241 45 20 127 22 27 195 21 997

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 68 654 204 178 910 166 116 483 129 130 987 147 4172

415-515 67 654 217 175 933 172 109 495 141 114 985 140 4202

430-530 67 649 217 177 948 183 101 490 142 122 931 133 4160

445-545 65 628 214 166 928 199 95 511 151 141 898 126 4122

500-600 80 665 208 169 944 214 92 522 128 130 864 124 4140

PM PEAK HOUR

415-515 175

67 654 217 933

172

140

FLORENCE AVENUE 985 141 495 109

114

ATLANTIC AVENUE

Page 356: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S EASTERN AVENUE

E/W FLORENCE AVENUE

CITY: BELL GARDENS

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 107 54 11 13 289 10 7 102 94 55 179 75 996

715-730 98 59 17 22 305 8 8 135 90 45 217 114 1118

730-745 110 85 11 15 338 10 14 162 110 68 204 109 1236

745-800 98 61 17 18 279 8 8 170 81 58 198 102 1098

800-815 99 59 14 20 288 11 8 120 79 60 202 105 1065

815-830 66 57 19 25 279 10 13 134 51 46 194 101 995

830-845 61 45 20 12 239 11 12 102 85 48 146 94 875

845-900 53 49 11 12 226 17 5 77 54 50 192 94 840

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 413 259 56 68 1211 36 37 569 375 226 798 400 4448

715-815 405 264 59 75 1210 37 38 587 360 231 821 430 4517

730-830 373 262 61 78 1184 39 43 586 321 232 798 417 4394

745-845 324 222 70 75 1085 40 41 526 296 212 740 402 4033

800-900 279 210 64 69 1032 49 38 433 269 204 734 394 3775

AM PEAK HOUR

715-815 75

405 264 59 1210

37

430

FLORENCE AVENUE 821 360 587 38

231

EASTERN AVENUE

Page 357: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S EASTERN AVENUE

E/W FLORENCE AVENUE

CITY: BELL GARDENS

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 71 88 33 39 190 18 22 94 70 95 231 88 1039

1115-1130 97 88 29 26 229 15 10 73 58 91 216 71 1003

1130-1145 78 78 63 23 211 21 10 90 72 104 203 90 1043

1145-1200 83 73 43 32 212 12 20 80 53 110 229 72 1019

1200-1215 80 97 53 30 207 16 20 106 51 111 243 95 1109

1215-1230 96 103 55 31 220 21 23 100 64 116 203 82 1114

1230-1245 122 104 48 45 254 24 19 125 85 116 218 90 1250

1245-100 82 115 30 55 244 25 13 102 70 120 225 80 1161

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 329 327 168 120 842 66 62 337 253 400 879 321 4104

1115-1215 338 336 188 111 859 64 60 349 234 416 891 328 4174

1130-1230 337 351 214 116 850 70 73 376 240 441 878 339 4285

1145-1245 381 377 199 138 893 73 82 411 253 453 893 339 4492

1200-100 380 419 186 161 925 86 75 433 270 463 889 347 4634

MD PEAK HOUR

1200-100 161

380 419 186 925

86

347

FLORENCE AVENUE 889 270 433 75

463

EASTERN AVENUE

Page 358: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S EASTERN AVENUE

E/W FLORENCE AVENUE

CITY: BELL GARDENS

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 93 153 35 39 247 16 20 110 98 135 265 96 1307

415-430 112 145 38 26 229 19 18 94 83 121 306 65 1256

430-445 106 122 37 22 228 25 15 110 94 110 316 84 1269

445-500 129 137 47 26 252 19 16 119 80 134 335 108 1402

500-515 147 144 52 27 265 15 21 123 81 117 288 83 1363

515-530 135 146 44 34 254 17 17 101 47 107 324 98 1324

530-545 124 146 45 23 228 48 20 122 90 115 282 75 1318

545-600 103 131 54 26 208 20 18 94 66 129 317 92 1258

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 440 557 157 113 956 79 69 433 355 500 1222 353 5234

415-515 494 548 174 101 974 78 70 446 338 482 1245 340 5290

430-530 517 549 180 109 999 76 69 453 302 468 1263 373 5358

445-545 535 573 188 110 999 99 74 465 298 473 1229 364 5407

500-600 509 567 195 110 955 100 76 440 284 468 1211 348 5263

PM PEAK HOUR

445-545 110

535 573 188 999

99

364

FLORENCE AVENUE 1229 298 465 74

473

EASTERN AVENUE

Page 359: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S GARFIELD AVENUE

E/W FLORENCE AVENUE

CITY: BELL GARDENS

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 5 54 17 55 267 10 11 115 17 7 114 7 679

715-730 5 62 30 61 241 11 7 145 15 5 129 10 721

730-745 4 74 32 80 259 15 7 126 18 10 192 8 825

745-800 13 75 23 54 220 5 5 123 22 11 174 17 742

800-815 6 63 29 71 244 9 10 106 12 11 125 15 701

815-830 9 72 20 55 200 8 6 120 13 6 127 12 648

830-845 10 71 32 49 180 10 7 101 22 9 115 8 614

845-900 12 65 36 44 173 7 10 93 15 5 129 11 600

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 27 265 102 250 987 41 30 509 72 33 609 42 2967

715-815 28 274 114 266 964 40 29 500 67 37 620 50 2989

730-830 32 284 104 260 923 37 28 475 65 38 618 52 2916

745-845 38 281 104 229 844 32 28 450 69 37 541 52 2705

800-900 37 271 117 219 797 34 33 420 62 31 496 46 2563

AM PEAK HOUR

715-815 266

28 274 114 964

40

50

FLORENCE AVENUE 620 67 500 29

37

GARFIELD AVENUE

Page 360: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W FLORENCE AVENUE

CITY: BELL GARDENS

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 13 98 33 37 166 11 10 87 15 11 150 22 653

1115-1130 16 67 29 35 184 16 9 73 21 17 134 10 611

1130-1145 12 92 45 25 169 9 12 71 19 14 157 19 644

1145-1200 11 61 39 40 171 9 17 80 25 18 174 22 667

1200-1215 11 76 56 29 172 15 16 99 17 14 139 22 666

1215-1230 12 81 31 24 164 18 13 72 22 22 196 20 675

1230-1245 8 97 44 37 182 16 11 88 32 11 159 18 703

1245-100 6 98 35 30 156 10 16 96 16 14 181 15 673

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 52 318 146 137 690 45 48 311 80 60 615 73 2575

1115-1215 50 296 169 129 696 49 54 323 82 63 604 73 2588

1130-1230 46 310 171 118 676 51 58 322 83 68 666 83 2652

1145-1245 42 315 170 130 689 58 57 339 96 65 668 82 2711

1200-100 37 352 166 120 674 59 56 355 87 61 675 75 2717

MD PEAK HOUR

1200-100 120

37 352 166 674

59

75

FLORENCE AVENUE 675 87 355 56

61

GARFIELD AVENUE

Page 361: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W SLAUSON AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 2 0 0 3 0 0 10 0 0 6 0 0 21

715-730 0 0 0 2 0 0 16 0 0 2 0 0 20

730-745 2 0 0 0 0 0 4 0 0 1 0 0 7

745-800 2 0 0 4 0 0 6 0 0 3 0 0 15

800-815 0 0 0 4 0 0 8 0 0 2 0 0 14

815-830 2 0 0 3 0 0 7 0 0 1 0 0 13

830-845 4 0 0 2 0 0 6 0 0 4 0 0 16

845-900 0 0 0 1 0 0 2 0 0 1 0 0 4

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 6 0 0 9 0 0 36 0 0 12 0 0 63

715-815 4 0 0 10 0 0 34 0 0 8 0 0 56

730-830 6 0 0 11 0 0 25 0 0 7 0 0 49

745-845 8 0 0 13 0 0 27 0 0 10 0 0 58

800-900 6 0 0 10 0 0 23 0 0 8 0 0 47

AM PEAK HOUR

700-800 9

6 0 0 0

0

0

SLAUSON AVENUE 0 0 0 36

12

ALAMEDA STREET (EAST)

Page 362: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W SLAUSON AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 1 0 0 5 0 0 2 0 0 1 0 0 9

1115-1130 4 0 0 2 0 0 5 0 0 5 0 0 16

1130-1145 3 0 0 6 0 0 2 0 0 7 0 0 18

1145-1200 1 0 0 1 0 0 4 0 0 1 0 0 7

1200-1215 8 0 0 4 0 0 8 0 0 7 0 0 27

1215-1230 2 0 0 4 0 0 6 0 0 4 0 0 16

1230-1245 0 0 0 1 0 0 7 0 0 0 0 0 8

1245-100 1 0 0 4 0 0 5 0 0 0 0 0 10

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 9 0 0 14 0 0 13 0 0 14 0 0 50

1115-1215 16 0 0 13 0 0 19 0 0 20 0 0 68

1130-1230 14 0 0 15 0 0 20 0 0 19 0 0 68

1145-1245 11 0 0 10 0 0 25 0 0 12 0 0 58

1200-100 11 0 0 13 0 0 26 0 0 11 0 0 61

MD PEAK HOUR

1115-1215 13

16 0 0 0

0

0

SLAUSON AVENUE 0 0 0 19

20

ALAMEDA STREET (EAST)

Page 363: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (EAST)

E/W SLAUSON AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 2 0 0 0 0 0 6 0 0 2 0 0 10

415-430 5 0 0 0 0 0 6 0 0 1 0 0 12

430-445 3 0 0 1 0 0 3 0 0 2 0 0 9

445-500 4 0 0 0 0 0 7 0 0 2 0 0 13

500-515 9 0 0 1 0 0 4 0 0 4 0 0 18

515-530 9 0 0 3 0 0 7 0 0 2 0 0 21

530-545 4 0 0 0 0 0 6 0 0 6 0 0 16

545-600 4 0 0 1 0 0 3 0 0 3 0 0 11

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 14 0 0 1 0 0 22 0 0 7 0 0 44

415-515 21 0 0 2 0 0 20 0 0 9 0 0 52

430-530 25 0 0 5 0 0 21 0 0 10 0 0 61

445-545 26 0 0 4 0 0 24 0 0 14 0 0 68

500-600 26 0 0 5 0 0 20 0 0 15 0 0 66

PM PEAK HOUR

445-545 4

26 0 0 0

0

0

SLAUSON AVENUE 0 0 0 24

14

ALAMEDA STREET (EAST)

Page 364: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W SLAUSON AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 25 98 12 11 192 14 17 96 13 8 264 28 778

715-730 21 87 9 22 214 16 13 130 8 6 266 33 825

730-745 18 89 12 19 242 8 12 113 9 10 257 43 832

745-800 17 52 9 19 216 11 9 103 5 7 233 36 717

800-815 24 67 12 33 199 18 13 119 8 9 225 39 766

815-830 19 73 18 22 189 17 10 103 18 15 203 23 710

830-845 25 77 12 11 159 15 9 153 14 14 214 34 737

845-900 22 79 9 10 142 25 13 126 10 10 165 22 633

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 81 326 42 71 864 49 51 442 35 31 1020 140 3152

715-815 80 295 42 93 871 53 47 465 30 32 981 151 3140

730-830 78 281 51 93 846 54 44 438 40 41 918 141 3025

745-845 85 269 51 85 763 61 41 478 45 45 875 132 2930

800-900 90 296 51 76 689 75 45 501 50 48 807 118 2846

AM PEAK HOUR

700-800 71

81 326 42 864

49

140

SLAUSON AVENUE 1020 35 442 51

31

ALAMEDA STREET (WEST)

Page 365: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W SLAUSON AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 21 86 19 14 164 19 14 109 18 16 196 17 693

1115-1130 26 89 19 13 150 18 11 106 8 14 197 24 675

1130-1145 25 105 20 20 191 22 14 86 16 18 170 16 703

1145-1200 19 95 24 11 167 14 15 100 9 14 190 20 678

1200-1215 27 96 22 13 193 20 8 130 11 18 199 28 765

1215-1230 26 111 21 19 173 22 16 101 10 10 155 15 679

1230-1245 32 110 15 18 201 25 12 105 12 17 157 19 723

1245-100 12 93 10 24 161 16 16 91 11 18 176 25 653

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 91 375 82 58 672 73 54 401 51 62 753 77 2749

1115-1215 97 385 85 57 701 74 48 422 44 64 756 88 2821

1130-1230 97 407 87 63 724 78 53 417 46 60 714 79 2825

1145-1245 104 412 82 61 734 81 51 436 42 59 701 82 2845

1200-100 97 410 68 74 728 83 52 427 44 63 687 87 2820

MD PEAK HOUR

1145-1245 61

104 412 82 734

81

82

SLAUSON AVENUE 701 42 436 51

59

ALAMEDA STREET (WEST)

Page 366: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W SLAUSON AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 20 112 19 13 302 28 11 117 14 15 261 25 937

415-430 30 100 16 2 270 22 15 116 13 11 278 22 895

430-445 39 123 20 6 276 32 19 130 19 18 272 19 973

445-500 21 105 26 7 249 21 10 145 20 13 285 18 920

500-515 20 138 22 10 293 27 11 122 15 21 291 26 996

515-530 23 126 17 15 320 22 5 91 10 15 248 12 904

530-545 26 131 28 8 310 16 14 108 20 12 263 15 951

545-600 33 142 24 6 234 21 13 83 18 16 228 11 829

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 110 440 81 28 1097 103 55 508 66 57 1096 84 3725

415-515 110 466 84 25 1088 102 55 513 67 63 1126 85 3784

430-530 103 492 85 38 1138 102 45 488 64 67 1096 75 3793

445-545 90 500 93 40 1172 86 40 466 65 61 1087 71 3771

500-600 102 537 91 39 1157 86 43 404 63 64 1030 64 3680

PM PEAK HOUR

430-530 38

103 492 85 1138

102

75

SLAUSON AVENUE 1096 64 488 45

67

ALAMEDA STREET (WEST)

Page 367: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S SOTO STREET

E/W SLAUSON AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 26 97 24 39 202 14 49 144 21 17 232 61 926

715-730 35 76 18 47 210 10 48 173 47 14 232 51 961

730-745 33 62 27 50 217 18 37 192 16 10 221 42 925

745-800 30 40 18 41 203 9 28 166 14 9 162 35 755

800-815 26 41 25 40 226 13 26 109 9 6 147 26 694

815-830 33 71 19 48 230 16 27 120 9 8 140 40 761

830-845 30 71 19 22 182 11 25 91 13 10 147 37 658

845-900 24 56 27 27 184 9 20 92 13 11 177 37 677

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 124 275 87 177 832 51 162 675 98 50 847 189 3567

715-815 124 219 88 178 856 50 139 640 86 39 762 154 3335

730-830 122 214 89 179 876 56 118 587 48 33 670 143 3135

745-845 119 223 81 151 841 49 106 486 45 33 596 138 2868

800-900 113 239 90 137 822 49 98 412 44 35 611 140 2790

AM PEAK HOUR

700-800 177

124 275 87 832

51

189

SLAUSON AVENUE 847 98 675 162

50

SOTO STREET

Page 368: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S SOTO STREET

E/W SLAUSON AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 33 73 31 20 164 12 28 68 13 15 183 49 689

1115-1130 41 79 28 23 188 16 24 51 12 8 185 30 685

1130-1145 38 79 39 35 195 12 26 74 12 17 204 32 763

1145-1200 38 72 35 32 156 35 20 50 13 10 179 30 670

1200-1215 49 104 39 27 163 15 20 41 8 18 174 24 682

1215-1230 43 93 35 47 197 13 44 71 18 13 213 45 832

1230-1245 46 75 23 30 199 11 29 86 15 8 195 45 762

1245-100 35 60 30 24 182 25 21 66 8 9 171 27 658

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 150 303 133 110 703 75 98 243 50 50 751 141 2807

1115-1215 166 334 141 117 702 78 90 216 45 53 742 116 2800

1130-1230 168 348 148 141 711 75 110 236 51 58 770 131 2947

1145-1245 176 344 132 136 715 74 113 248 54 49 761 144 2946

1200-100 173 332 127 128 741 64 114 264 49 48 753 141 2934

MD PEAK HOUR

1130-1230 141

168 348 148 711

75

131

SLAUSON AVENUE 770 51 236 110

58

SOTO STREET

Page 369: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W SLAUSON AVENUE

CITY: MAYWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 50 110 10 21 198 23 11 151 47 26 141 55 843

715-730 48 137 20 28 181 21 24 189 47 24 173 51 943

730-745 27 109 24 21 162 21 24 176 60 16 192 57 889

745-800 52 82 31 19 182 25 20 128 37 21 155 53 805

800-815 43 88 24 19 154 26 18 127 39 18 128 62 746

815-830 41 98 29 19 130 25 22 117 37 13 136 45 712

830-845 50 96 16 18 137 16 19 114 48 19 99 52 684

845-900 49 93 21 20 128 22 16 116 31 25 96 44 661

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 177 438 85 89 723 90 79 644 191 87 661 216 3480

715-815 170 416 99 87 679 93 86 620 183 79 648 223 3383

730-830 163 377 108 78 628 97 84 548 173 68 611 217 3152

745-845 186 364 100 75 603 92 79 486 161 71 518 212 2947

800-900 183 375 90 76 549 89 75 474 155 75 459 203 2803

AM PEAK HOUR

700-800 89

177 438 85 723

90

216

SLAUSON AVENUE 661 191 644 79

87

ATLANTIC BOULEVARD

Page 370: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W SLAUSON AVENUE

CITY: MAYWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 43 114 24 22 124 22 17 106 43 23 129 54 721

1115-1130 49 108 18 31 126 29 18 106 40 24 113 48 710

1130-1145 49 124 26 29 140 35 16 101 47 32 116 63 778

1145-1200 24 113 21 22 110 20 17 106 29 44 113 56 675

1200-1215 45 102 17 22 148 38 21 120 35 33 125 41 747

1215-1230 45 135 29 28 145 44 14 120 31 34 130 50 805

1230-1245 27 150 23 19 128 28 22 124 42 38 102 87 790

1245-100 50 136 35 17 126 25 24 103 42 39 133 64 794

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 165 459 89 104 500 106 68 419 159 123 471 221 2884

1115-1215 167 447 82 104 524 122 72 433 151 133 467 208 2910

1130-1230 163 474 93 101 543 137 68 447 142 143 484 210 3005

1145-1245 141 500 90 91 531 130 74 470 137 149 470 234 3017

1200-100 167 523 104 86 547 135 81 467 150 144 490 242 3136

MD PEAK HOUR

1200-100 86

167 523 104 547

135

242

SLAUSON AVENUE 490 150 467 81

144

ATLANTIC BOULEVARD

Page 371: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W SLAUSON AVENUE

CITY: MAYWOOD

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 33 214 33 13 178 37 21 135 35 44 197 54 994

415-430 38 206 30 15 174 23 13 108 54 34 195 61 951

430-445 25 208 33 9 198 16 17 109 40 42 189 64 950

445-500 42 186 27 17 180 28 18 107 44 51 170 55 925

500-515 31 178 21 16 205 33 24 124 30 38 204 50 954

515-530 31 206 25 8 200 31 22 103 35 43 178 57 939

530-545 51 171 23 18 156 28 17 114 37 52 202 68 937

545-600 45 181 30 19 143 31 21 102 37 40 212 57 918

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 138 814 123 54 730 104 69 459 173 171 751 234 3820

415-515 136 778 111 57 757 100 72 448 168 165 758 230 3780

430-530 129 778 106 50 783 108 81 443 149 174 741 226 3768

445-545 155 741 96 59 741 120 81 448 146 184 754 230 3755

500-600 158 736 99 61 704 123 84 443 139 173 796 232 3748

PM PEAK HOUR

400-500 54

138 814 123 730

104

234

SLAUSON AVENUE 751 173 459 69

171

ATLANTIC BOULEVARD

Page 372: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S EASTERN AENUE

E/W SLAUSON AVENUE

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 15 61 15 10 187 19 22 146 50 21 134 25 705

715-730 20 73 12 15 159 16 26 153 55 38 180 25 772

730-745 28 99 15 23 194 22 27 197 47 42 210 55 959

745-800 20 99 13 15 156 19 39 245 63 40 174 52 935

800-815 26 115 25 11 141 30 31 215 50 38 133 32 847

815-830 21 93 13 13 129 24 27 178 62 27 128 24 739

830-845 16 85 13 17 151 12 25 135 59 32 102 44 691

845-900 22 102 17 21 128 12 18 114 54 26 109 43 666

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 83 332 55 63 696 76 114 741 215 141 698 157 3371

715-815 94 386 65 64 650 87 123 810 215 158 697 164 3513

730-830 95 406 66 62 620 95 124 835 222 147 645 163 3480

745-845 83 392 64 56 577 85 122 773 234 137 537 152 3212

800-900 85 395 68 62 549 78 101 642 225 123 472 143 2943

AM PEAK HOUR

715-815 64

94 386 65 650

87

164

SLAUSON AVENUE 697 215 810 123

158

EASTERN AENUE

Page 373: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S EASTERN AENUE

E/W SLAUSON AVENUE

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 29 101 21 19 81 23 22 81 43 41 107 28 596

1115-1130 18 109 19 14 99 27 24 106 44 42 106 27 635

1130-1145 32 130 25 10 90 44 24 108 40 32 117 32 684

1145-1200 31 113 18 22 102 27 22 99 45 47 106 25 657

1200-1215 45 138 12 14 121 49 23 93 40 35 111 24 705

1215-1230 30 122 19 10 107 28 35 126 68 49 121 40 755

1230-1245 35 128 12 8 98 22 42 139 59 36 111 38 728

1245-100 23 118 22 13 87 24 29 168 52 43 117 27 723

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 110 453 83 65 372 121 92 394 172 162 436 112 2572

1115-1215 126 490 74 60 412 147 93 406 169 156 440 108 2681

1130-1230 138 503 74 56 420 148 104 426 193 163 455 121 2801

1145-1245 141 501 61 54 428 126 122 457 212 167 449 127 2845

1200-100 133 506 65 45 413 123 129 526 219 163 460 129 2911

MD PEAK HOUR

1200-100 45

133 506 65 413

123

129

SLAUSON AVENUE 460 219 526 129

163

EASTERN AENUE

Page 374: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S EASTERN AENUE

E/W SLAUSON AVENUE

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 49 161 20 26 141 39 23 98 44 75 221 35 932

415-430 30 161 16 15 140 30 20 81 40 69 232 42 876

430-445 29 160 23 11 176 37 22 108 46 56 246 31 945

445-500 31 159 13 15 180 24 32 103 73 62 234 33 959

500-515 42 192 22 13 141 47 39 117 45 79 260 40 1037

515-530 49 173 27 6 131 16 28 119 48 60 222 30 909

530-545 32 193 19 3 134 19 24 130 38 64 221 32 909

545-600 19 155 24 6 95 24 20 110 49 61 226 22 811

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 139 641 72 67 637 130 97 390 203 262 933 141 3712

415-515 132 672 74 54 637 138 113 409 204 266 972 146 3817

430-530 151 684 85 45 628 124 121 447 212 257 962 134 3850

445-545 154 717 81 37 586 106 123 469 204 265 937 135 3814

500-600 142 713 92 28 501 106 111 476 180 264 929 124 3666

PM PEAK HOUR

430-530 45

151 684 85 628

124

134

SLAUSON AVENUE 962 212 447 121

257

EASTERN AENUE

Page 375: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S GARFIELD AVENUE

E/W SLAUSON AVENUE

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 47 103 19 19 200 33 33 155 26 5 98 29 767

715-730 44 140 18 17 204 26 32 179 27 4 116 18 825

730-745 37 125 11 13 233 36 42 238 45 7 110 40 937

745-800 47 150 28 14 230 40 32 221 33 1 148 42 986

800-815 53 129 22 12 204 30 33 194 34 6 119 38 874

815-830 48 114 21 15 206 24 26 174 27 5 87 34 781

830-845 51 120 10 26 192 37 25 147 18 5 98 31 760

845-900 29 105 14 25 159 24 22 130 22 11 72 22 635

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 175 518 76 63 867 135 139 793 131 17 472 129 3515

715-815 181 544 79 56 871 132 139 832 139 18 493 138 3622

730-830 185 518 82 54 873 130 133 827 139 19 464 154 3578

745-845 199 513 81 67 832 131 116 736 112 17 452 145 3401

800-900 181 468 67 78 761 115 106 645 101 27 376 125 3050

AM PEAK HOUR

715-815 56

181 544 79 871

132

138

SLAUSON AVENUE 493 139 832 139

18

GARFIELD AVENUE

Page 376: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S GARFIELD AVENUE

E/W SLAUSON AVENUE

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 40 125 14 18 104 17 13 103 7 15 119 37 612

1115-1130 31 127 24 12 96 28 11 95 3 8 111 36 582

1130-1145 29 103 15 24 106 25 8 107 3 19 91 37 567

1145-1200 40 103 25 12 118 33 9 136 5 10 103 35 629

1200-1215 36 118 26 19 131 27 15 115 8 7 117 34 653

1215-1230 38 144 16 17 85 16 19 107 9 10 139 38 638

1230-1245 30 109 13 15 88 18 10 102 3 3 86 29 506

1245-100 36 126 23 13 97 25 13 104 4 9 99 32 581

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 140 458 78 66 424 103 41 441 18 52 424 145 2390

1115-1215 136 451 90 67 451 113 43 453 19 44 422 142 2431

1130-1230 143 468 82 72 440 101 51 465 25 46 450 144 2487

1145-1245 144 474 80 63 422 94 53 460 25 30 445 136 2426

1200-100 140 497 78 64 401 86 57 428 24 29 441 133 2378

MD PEAK HOUR

1130-1230 72

143 468 82 440

101

144

SLAUSON AVENUE 450 25 465 51

46

GARFIELD AVENUE

Page 377: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W SLAUSON AVENUE

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 37 195 10 38 142 49 18 149 3 15 183 59 898

415-430 29 187 19 31 144 36 18 169 12 17 219 48 929

430-445 40 229 20 23 123 50 13 162 15 33 256 45 1009

445-500 43 196 18 36 117 42 12 135 15 53 281 64 1012

500-515 43 199 10 39 104 35 11 164 7 27 226 50 915

515-530 28 163 19 21 139 29 8 164 11 25 285 38 930

530-545 37 191 16 31 121 31 9 165 8 37 236 45 927

545-600 32 167 11 23 128 19 9 125 7 30 265 43 859

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 149 807 67 128 526 177 61 615 45 118 939 216 3848

415-515 155 811 67 129 488 163 54 630 49 130 982 207 3865

430-530 154 787 67 119 483 156 44 625 48 138 1048 197 3866

445-545 151 749 63 127 481 137 40 628 41 142 1028 197 3784

500-600 140 720 56 114 492 114 37 618 33 119 1012 176 3631

PM PEAK HOUR

430-530 119

154 787 67 483

156

197

SLAUSON AVENUE 1048 48 625 44

138

GARFIELD AVENUE

Page 378: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W BANDINI BOULEVARD

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 163 151 11 33 60 35 56 329 12 40 125 62 1077

715-730 181 155 10 36 68 33 60 316 13 44 150 66 1132

730-745 204 161 13 37 67 32 90 348 12 51 163 66 1244

745-800 216 189 22 35 68 43 96 355 15 64 171 54 1328

800-815 211 165 13 30 53 26 81 296 16 46 131 50 1118

815-830 183 153 19 38 66 41 94 247 13 64 145 48 1111

830-845 202 187 7 51 62 26 70 259 20 62 130 49 1125

845-900 196 164 8 43 60 35 56 227 14 60 122 49 1034

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 764 656 56 141 263 143 302 1348 52 199 609 248 4781

715-815 812 670 58 138 256 134 327 1315 56 205 615 236 4822

730-830 814 668 67 140 254 142 361 1246 56 225 610 218 4801

745-845 812 694 61 154 249 136 341 1157 64 236 577 201 4682

800-900 792 669 47 162 241 128 301 1029 63 232 528 196 4388

AM PEAK HOUR

715-815 138

812 670 58 256

134

236

BANDINI BOULEVARD 615 56 1315 327

205

ATLANTIC BOULEVARD

Page 379: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W BANDINI BOULEVARD

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 87 158 25 64 47 44 60 245 14 77 115 59 995

1115-1130 87 142 26 78 41 46 73 254 10 83 125 65 1030

1130-1145 98 144 10 57 35 31 57 294 12 83 119 68 1008

1145-1200 95 196 18 76 41 44 39 260 14 95 146 82 1106

1200-1215 97 149 24 61 41 33 37 252 9 75 128 73 979

1215-1230 94 140 29 67 36 38 48 255 16 83 136 74 1016

1230-1245 94 129 20 74 45 44 74 232 12 79 117 72 992

1245-100 102 154 21 66 45 35 65 256 17 78 111 68 1018

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 367 640 79 275 164 165 229 1053 50 338 505 274 4139

1115-1215 377 631 78 272 158 154 206 1060 45 336 518 288 4123

1130-1230 384 629 81 261 153 146 181 1061 51 336 529 297 4109

1145-1245 380 614 91 278 163 159 198 999 51 332 527 301 4093

1200-100 387 572 94 268 167 150 224 995 54 315 492 287 4005

MD PEAK HOUR

100-1200 275

367 640 79 164

165

274

BANDINI BOULEVARD 505 50 1053 229

338

ATLANTIC BOULEVARD

Page 380: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W BANDINI BOULEVARD

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 56 201 16 95 38 48 80 296 8 98 161 89 1186

415-430 80 254 12 88 44 47 71 295 6 108 162 90 1257

430-445 83 245 13 115 46 73 91 297 4 114 157 87 1325

445-500 93 277 18 101 42 48 64 319 6 149 184 86 1387

500-515 83 266 17 119 42 72 75 297 11 133 189 95 1399

515-530 76 260 12 105 42 49 65 318 6 118 149 81 1281

530-545 76 231 17 108 31 49 64 307 5 108 141 82 1219

545-600 63 207 13 58 37 47 64 221 11 105 156 87 1069

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 312 977 59 399 170 216 306 1207 24 469 664 352 5155

415-515 339 1042 60 423 174 240 301 1208 27 504 692 358 5368

430-530 335 1048 60 440 172 242 295 1231 27 514 679 349 5392

445-545 328 1034 64 433 157 218 268 1241 28 508 663 344 5286

500-600 298 964 59 390 152 217 268 1143 33 464 635 345 4968

PM PEAK HOUR

430-530 440

335 1048 60 172

242

349

BANDINI BOULEVARD 679 27 1231 295

514

ATLANTIC BOULEVARD

Page 381: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S EASTERN AVENUE

E/W BANDINI BOULEVARD

CITY: BELL

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 21 111 3 25 112 28 14 114 46 61 64 22 621

715-730 14 128 14 26 80 24 11 113 68 73 61 24 636

730-745 21 161 25 46 95 29 20 144 65 81 77 19 783

745-800 20 189 23 23 72 20 36 133 52 57 92 21 738

800-815 25 164 23 26 85 22 29 113 45 51 79 28 690

815-830 32 163 23 15 71 17 17 118 61 46 65 18 646

830-845 28 110 18 18 74 19 9 112 60 71 58 26 603

845-900 11 103 16 12 38 17 9 91 61 53 79 19 509

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 76 589 65 120 359 101 81 504 231 272 294 86 2778

715-815 80 642 85 121 332 95 96 503 230 262 309 92 2847

730-830 98 677 94 110 323 88 102 508 223 235 313 86 2857

745-845 105 626 87 82 302 78 91 476 218 225 294 93 2677

800-900 96 540 80 71 268 75 64 434 227 221 281 91 2448

AM PEAK HOUR

730-830 110

98 677 94 323

88

86

BANDINI BOULEVARD 313 223 508 102

235

EASTERN AVENUE

Page 382: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S EASTERN AVENUE

E/W BANDINI BOULEVARD

CITY: BELL

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 22 112 9 30 73 22 7 82 64 48 86 14 569

1115-1130 18 99 15 20 56 20 4 84 46 39 64 17 482

1130-1145 20 107 23 33 75 25 6 118 56 37 99 16 615

1145-1200 27 104 20 29 49 32 5 120 48 47 63 18 562

1200-1215 18 114 12 27 41 25 6 157 50 69 71 29 619

1215-1230 28 129 20 25 66 25 7 120 59 44 62 17 602

1230-1245 23 133 22 37 61 28 7 134 65 53 67 16 646

1245-100 22 153 23 25 51 20 16 130 49 56 66 15 626

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 87 422 67 112 253 99 22 404 214 171 312 65 2228

1115-1215 83 424 70 109 221 102 21 479 200 192 297 80 2278

1130-1230 93 454 75 114 231 107 24 515 213 197 295 80 2398

1145-1245 96 480 74 118 217 110 25 531 222 213 263 80 2429

1200-100 91 529 77 114 219 98 36 541 223 222 266 77 2493

MD PEAK HOUR

1200-100 114

91 529 77 219

98

77

BANDINI BOULEVARD 266 223 541 36

222

EASTERN AVENUE

Page 383: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W WASHINGTON BOULEVARD

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 45 96 12 3 186 19 22 139 23 17 116 39 717

715-730 46 126 17 4 194 11 32 153 41 20 118 40 802

730-745 43 112 16 7 201 13 25 190 74 18 151 36 886

745-800 48 144 15 7 135 10 16 138 44 31 150 52 790

800-815 41 108 15 11 133 19 24 136 37 18 152 47 741

815-830 29 100 8 4 157 20 20 113 43 16 158 50 718

830-845 50 107 9 8 169 16 21 114 35 14 139 25 707

845-900 27 85 6 9 128 16 16 89 21 10 144 30 581

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 182 478 60 21 716 53 95 620 182 86 535 167 3195

715-815 178 490 63 29 663 53 97 617 196 87 571 175 3219

730-830 161 464 54 29 626 62 85 577 198 83 611 185 3135

745-845 168 459 47 30 594 65 81 501 159 79 599 174 2956

800-900 147 400 38 32 587 71 81 452 136 58 593 152 2747

AM PEAK HOUR

715-815 29

178 490 63 663

53

175

WASHINGTON BOULEVARD 571 196 617 97

87

ATLANTIC BOULEVARD

Page 384: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W WASHINGTON BOULEVARD

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 29 91 13 8 132 19 28 99 14 18 130 26 607

1115-1130 23 113 10 12 142 14 24 85 31 16 135 48 653

1130-1145 38 93 16 16 134 19 28 105 28 17 131 53 678

1145-1200 36 87 22 8 125 13 25 125 39 26 159 35 700

1200-1215 44 109 21 10 159 17 24 105 18 21 157 24 709

1215-1230 32 116 23 10 159 23 18 90 19 29 163 33 715

1230-1245 28 108 19 9 155 23 27 92 24 17 159 42 703

1245-100 33 114 23 10 138 20 23 61 21 11 143 36 633

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 126 384 61 44 533 65 105 414 112 77 555 162 2638

1115-1215 141 402 69 46 560 63 101 420 116 80 582 160 2740

1130-1230 150 405 82 44 577 72 95 425 104 93 610 145 2802

1145-1245 140 420 85 37 598 76 94 412 100 93 638 134 2827

1200-100 137 447 86 39 611 83 92 348 82 78 622 135 2760

MD PEAK HOUR

1145-1245 37

140 420 85 598

76

134

WASHINGTON BOULEVARD 638 100 412 94

93

ATLANTIC BOULEVARD

Page 385: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ATLANTIC BOULEVARD

E/W WASHINGTON BOULEVARD

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 51 193 23 11 177 16 29 148 31 17 160 35 891

415-430 44 176 12 6 149 10 23 136 36 17 204 44 857

430-445 46 153 11 6 173 25 25 119 37 18 240 39 892

445-500 66 208 13 2 159 22 21 114 23 17 208 25 878

500-515 63 179 10 10 215 16 22 115 31 11 210 29 911

515-530 60 195 13 2 175 19 39 141 28 23 233 38 966

530-545 52 147 12 10 176 13 24 124 40 14 242 25 879

545-600 46 146 10 4 140 15 16 100 24 15 213 43 772

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 207 730 59 25 658 73 98 517 127 69 812 143 3518

415-515 219 716 46 24 696 73 91 484 127 63 862 137 3538

430-530 235 735 47 20 722 82 107 489 119 69 891 131 3647

445-545 241 729 48 24 725 70 106 494 122 65 893 117 3634

500-600 221 667 45 26 706 63 101 480 123 63 898 135 3528

PM PEAK HOUR

430-530 20

235 735 47 722

82

131

WASHINGTON BOULEVARD 891 119 489 107

69

ATLANTIC BOULEVARD

Page 386: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S EASTERN AVENUE

E/W WASHINGTON BOULEVARD

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 7 71 3 8 195 11 8 63 18 21 82 1 488

715-730 6 98 7 10 187 16 6 75 23 24 101 12 565

730-745 10 109 3 7 210 21 12 94 26 22 114 15 643

745-800 9 151 8 8 172 24 7 73 19 25 113 7 616

800-815 5 100 11 9 182 24 10 77 25 37 97 12 589

815-830 6 111 14 13 185 23 7 77 20 24 98 8 586

830-845 5 79 12 6 181 15 6 94 19 22 105 6 550

845-900 8 91 7 8 156 16 13 65 19 20 113 13 529

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 32 429 21 33 764 72 33 305 86 92 410 35 2312

715-815 30 458 29 34 751 85 35 319 93 108 425 46 2413

730-830 30 471 36 37 749 92 36 321 90 108 422 42 2434

745-845 25 441 45 36 720 86 30 321 83 108 413 33 2341

800-900 24 381 44 36 704 78 36 313 83 103 413 39 2254

AM PEAK HOUR

730-830 37

30 471 36 749

92

42

WASHINGTON BOULEVARD 422 90 321 36

108

EASTERN AVENUE

Page 387: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S EASTERN AVENUE

E/W WASHINGTON BOULEVARD

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 10 53 9 6 127 16 17 65 10 25 119 4 461

1115-1130 9 69 14 13 136 12 10 57 19 17 104 10 470

1130-1145 8 66 13 12 132 12 14 82 25 27 113 15 519

1145-1200 11 80 15 9 127 10 15 90 36 28 150 10 581

1200-1215 14 69 13 7 131 28 20 101 25 18 141 14 581

1215-1230 10 88 14 17 173 19 19 92 20 18 151 18 639

1230-1245 8 92 14 16 127 31 16 103 26 25 143 17 618

1245-100 8 96 20 9 129 31 15 100 33 16 130 17 604

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 38 268 51 40 522 50 56 294 90 97 486 39 2031

1115-1215 42 284 55 41 526 62 59 330 105 90 508 49 2151

1130-1230 43 303 55 45 563 69 68 365 106 91 555 57 2320

1145-1245 43 329 56 49 558 88 70 386 107 89 585 59 2419

1200-100 40 345 61 49 560 109 70 396 104 77 565 66 2442

MD PEAK HOUR

1200-100 49

40 345 61 560

109

66

WASHINGTON BOULEVARD 565 104 396 70

77

EASTERN AVENUE

Page 388: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S EASTERN AVENUE

E/W WASHINGTON BOULEVARD

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 11 134 13 15 142 16 13 100 28 32 186 14 704

415-430 17 129 17 10 122 15 11 106 25 21 192 5 670

430-445 6 121 19 11 159 21 11 130 24 24 215 8 749

445-500 12 101 18 11 138 21 17 115 30 17 215 15 710

500-515 4 120 20 8 134 15 16 164 41 25 246 13 806

515-530 6 127 17 14 168 15 8 134 22 29 237 8 785

530-545 5 100 15 10 131 18 13 114 33 27 247 5 718

545-600 5 103 13 11 105 14 11 75 16 17 257 4 631

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 46 485 67 47 561 73 52 451 107 94 808 42 2833

415-515 39 471 74 40 553 72 55 515 120 87 868 41 2935

430-530 28 469 74 44 599 72 52 543 117 95 913 44 3050

445-545 27 448 70 43 571 69 54 527 126 98 945 41 3019

500-600 20 450 65 43 538 62 48 487 112 98 987 30 2940

PM PEAK HOUR

430-530 44

28 469 74 599

72

44

WASHINGTON BOULEVARD 913 117 543 52

95

EASTERN AVENUE

Page 389: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S I-710 SOUTHBOUN\D

E/W GOLDEN SHORE STREET OFF RAMP

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 10 0 0 0 0 0 7 0 18 0 37 72

715-730 0 16 0 0 0 0 0 9 0 23 0 55 103

730-745 0 25 0 0 0 0 0 4 0 43 0 53 125

745-800 0 37 0 0 0 0 0 10 0 30 0 61 138

800-815 0 45 0 0 0 0 0 11 0 52 0 83 191

815-830 0 60 0 0 0 0 0 21 0 58 0 80 219

830-845 0 61 0 0 0 0 0 14 0 44 0 69 188

845-900 0 34 0 0 0 0 0 19 0 41 0 44 138

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 88 0 0 0 0 0 30 0 114 0 206 438

715-815 0 123 0 0 0 0 0 34 0 148 0 252 557

730-830 0 167 0 0 0 0 0 46 0 183 0 277 673

745-845 0 203 0 0 0 0 0 56 0 184 0 293 736

800-900 0 200 0 0 0 0 0 65 0 195 0 276 736

AM PEAK HOUR

745-845 0

0 203 0 0

0

293

GOLDEN SHORE STREET OFF RAMP 0 0 56 0

184

I-710 SOUTHBOUN\D

Page 390: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S I-710 SOUTHBOUN\D

E/W GOLDEN SHORE STREET OFF RAMP

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 16 0 0 0 0 0 33 0 7 0 9 65

1115-1130 0 20 0 0 0 0 0 32 0 7 0 6 65

1130-1145 0 36 0 0 0 0 0 46 0 5 0 10 97

1145-1200 0 26 0 0 0 0 0 37 0 11 0 16 90

1200-1215 0 28 0 0 0 0 0 57 0 10 0 18 113

1215-1230 0 21 0 0 0 0 0 36 0 10 0 10 77

1230-1245 0 21 0 0 0 0 0 43 0 18 0 18 100

1245-100 0 30 0 0 0 0 0 37 0 17 0 16 100

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 98 0 0 0 0 0 148 0 30 0 41 317

1115-1215 0 110 0 0 0 0 0 172 0 33 0 50 365

1130-1230 0 111 0 0 0 0 0 176 0 36 0 54 377

1145-1245 0 96 0 0 0 0 0 173 0 49 0 62 380

1200-100 0 100 0 0 0 0 0 173 0 55 0 62 390

MD PEAK HOUR

1200-100 0

0 100 0 0

0

62

GOLDEN SHORE STREET OFF RAMP 0 0 173 0

55

I-710 SOUTHBOUN\D

Page 391: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S I-710 SOUTHBOUN\D

E/W GOLDEN SHORE STREET OFF RAMP

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 19 0 0 0 0 0 33 0 8 0 6 66

415-430 0 19 0 0 0 0 0 37 0 5 0 8 69

430-445 0 19 0 0 0 0 0 77 0 4 0 7 107

445-500 0 16 0 0 0 0 0 70 0 6 0 3 95

500-515 0 20 0 0 0 0 0 126 0 11 0 4 161

515-530 0 16 0 0 0 0 0 127 0 11 0 8 162

530-545 0 13 0 0 0 0 0 56 0 4 0 3 76

545-600 0 13 0 0 0 0 0 39 0 4 0 9 65

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 73 0 0 0 0 0 217 0 23 0 24 337

415-515 0 74 0 0 0 0 0 310 0 26 0 22 432

430-530 0 71 0 0 0 0 0 400 0 32 0 22 525

445-545 0 65 0 0 0 0 0 379 0 32 0 18 494

500-600 0 62 0 0 0 0 0 348 0 30 0 24 464

PM PEAK HOUR

430-530 0

0 71 0 0

0

22

GOLDEN SHORE STREET OFF RAMP 0 0 400 0

32

I-710 SOUTHBOUN\D

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S I-710 NORTHBOUND RAMPS

E/W 3RD STREET@ GOLDEN AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 25 1 0 0 217 1 0 0 0 0 0 0 244

715-730 13 1 0 2 224 0 0 1 0 0 0 0 241

730-745 12 1 0 1 262 1 0 2 1 0 0 0 280

745-800 10 2 0 0 265 2 0 0 1 0 0 0 280

800-815 5 0 0 3 210 1 0 0 0 0 0 0 219

815-830 16 1 0 1 202 3 0 0 0 0 0 0 223

830-845 10 0 0 1 167 3 0 0 0 0 0 0 181

845-900 2 0 0 0 158 3 0 0 0 0 0 0 163

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 60 5 0 3 968 4 0 3 2 0 0 0 1045

715-815 40 4 0 6 961 4 0 3 2 0 0 0 1020

730-830 43 4 0 5 939 7 0 2 2 0 0 0 1002

745-845 41 3 0 5 844 9 0 0 1 0 0 0 903

800-900 33 1 0 5 737 10 0 0 0 0 0 0 786

AM PEAK HOUR

700-800 3

60 5 0 968

4

0

3RD STREET@ GOLDEN AVENUE 0 2 3 0

0

I-710 NORTHBOUND RAMPS

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S I-710 NORTHBOUND RAMPS

E/W 3RD STREET@ GOLDEN AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 2 0 0 8 125 0 0 2 0 0 0 0 137

1115-1130 4 2 0 1 133 4 0 2 1 0 0 0 147

1130-1145 5 0 0 2 118 1 0 4 1 0 0 0 131

1145-1200 2 0 0 4 119 1 0 1 1 0 0 0 128

1200-1215 7 0 0 2 133 3 0 4 0 0 0 0 149

1215-1230 4 0 0 5 109 1 0 2 0 0 0 0 121

1230-1245 12 0 0 0 153 1 0 0 0 0 0 0 166

1245-100 9 0 0 0 121 1 0 3 2 0 0 0 136

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 13 2 0 15 495 6 0 9 3 0 0 0 543

1115-1215 18 2 0 9 503 9 0 11 3 0 0 0 555

1130-1230 18 0 0 13 479 6 0 11 2 0 0 0 529

1145-1245 25 0 0 11 514 6 0 7 1 0 0 0 564

1200-100 32 0 0 7 516 6 0 9 2 0 0 0 572

MD PEAK HOUR

1200-100 7

32 0 0 516

6

0

3RD STREET@ GOLDEN AVENUE 0 2 9 0

0

I-710 NORTHBOUND RAMPS

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S I-710 NORTHBOUND RAMPS

E/W 3RD STREET@ GOLDEN AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 4 1 0 2 145 0 0 1 0 0 0 0 153

415-430 4 1 0 0 125 1 0 1 0 0 0 0 132

430-445 5 0 0 8 147 1 0 4 0 0 0 0 165

445-500 3 0 0 8 143 2 0 2 3 0 0 0 161

500-515 7 0 0 2 214 2 0 3 3 0 0 0 231

515-530 5 2 0 0 169 0 0 3 0 0 0 0 179

530-545 3 0 0 3 178 1 0 0 0 0 0 0 185

545-600 5 0 0 3 152 0 0 2 1 0 0 0 163

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 16 2 0 18 560 4 0 8 3 0 0 0 611

415-515 19 1 0 18 629 6 0 10 6 0 0 0 689

430-530 20 2 0 18 673 5 0 12 6 0 0 0 736

445-545 18 2 0 13 704 5 0 8 6 0 0 0 756

500-600 20 2 0 8 713 3 0 8 4 0 0 0 758

PM PEAK HOUR

500-600 8

20 2 0 713

3

0

3RD STREET@ GOLDEN AVENUE 0 4 8 0

0

I-710 NORTHBOUND RAMPS

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 11, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S SUSANA ROAD

E/W I-710 SOUTHBOUND RAMPS

CITY: RANCHO DOMINGUEZ

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 30 33 24 0 204 21 61 0 0 0 0 373

715-730 0 40 24 20 0 232 33 95 0 0 0 0 444

730-745 0 52 28 31 0 227 33 74 0 0 0 0 445

745-800 0 54 15 25 0 211 22 139 0 0 0 0 466

800-815 0 29 23 13 0 155 20 80 0 0 0 0 320

815-830 0 21 21 19 0 184 23 62 0 0 0 0 330

830-845 0 38 14 13 0 180 26 71 0 0 0 0 342

845-900 0 31 13 15 0 162 24 58 0 0 0 0 303

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 176 100 100 0 874 109 369 0 0 0 0 1728

715-815 0 175 90 89 0 825 108 388 0 0 0 0 1675

730-830 0 156 87 88 0 777 98 355 0 0 0 0 1561

745-845 0 142 73 70 0 730 91 352 0 0 0 0 1458

800-900 0 119 71 60 0 681 93 271 0 0 0 0 1295

AM PEAK HOUR

700-800 100

0 176 100 0

874

0

I-710 SOUTHBOUND RAMPS 0 0 369 109

0

SUSANA ROAD

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 11, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S SUSANA ROAD

E/W I-710 SOUTHBOUND RAMPS

CITY: RANCHO DOMINGUEZ

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 56 16 17 0 108 40 48 0 0 0 0 285

1115-1130 0 50 18 21 0 102 33 52 0 0 0 0 276

1130-1145 0 54 22 18 0 100 21 65 0 0 0 0 280

1145-1200 0 56 16 20 0 116 29 53 0 0 0 0 290

1200-1215 0 95 16 13 0 119 35 63 0 0 0 0 341

1215-1230 0 76 20 16 0 144 34 82 0 0 0 0 372

1230-1245 0 56 18 19 0 121 27 84 0 0 0 0 325

1245-100 0 64 19 16 0 124 35 99 0 0 0 0 357

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 216 72 76 0 426 123 218 0 0 0 0 1131

1115-1215 0 255 72 72 0 437 118 233 0 0 0 0 1187

1130-1230 0 281 74 67 0 479 119 263 0 0 0 0 1283

1145-1245 0 283 70 68 0 500 125 282 0 0 0 0 1328

1200-100 0 291 73 64 0 508 131 328 0 0 0 0 1395

MD PEAK HOUR

1200-100 64

0 291 73 0

508

0

I-710 SOUTHBOUND RAMPS 0 0 328 131

0

SUSANA ROAD

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 11, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S SUSANA ROAD

E/W I-710 SOUTHBOUND RAMPS

CITY: RANCHO DOMINGUEZ

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 81 42 11 0 122 49 41 0 0 0 0 346

415-430 0 50 40 8 0 158 34 31 0 0 0 0 321

430-445 0 84 56 11 0 139 49 33 0 0 0 0 372

445-500 0 58 38 9 0 107 38 23 0 0 0 0 273

500-515 0 75 62 10 0 117 38 25 0 0 0 0 327

515-530 0 50 48 7 0 137 59 26 0 0 0 0 327

530-545 0 51 58 7 0 142 51 17 0 0 0 0 326

545-600 0 35 32 3 0 129 29 24 0 0 0 0 252

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 273 176 39 0 526 170 128 0 0 0 0 1312

415-515 0 267 196 38 0 521 159 112 0 0 0 0 1293

430-530 0 267 204 37 0 500 184 107 0 0 0 0 1299

445-545 0 234 206 33 0 503 186 91 0 0 0 0 1253

500-600 0 211 200 27 0 525 177 92 0 0 0 0 1232

PM PEAK HOUR

400-500 39

0 273 176 0

526

0

I-710 SOUTHBOUND RAMPS 0 0 128 170

0

SUSANA ROAD

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W I-710 NB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 145 23 0 0 0 121 240 0 10 0 68 607

715-730 0 190 25 0 0 0 126 316 0 21 0 88 766

730-745 0 230 21 0 0 0 136 341 0 30 0 103 861

745-800 0 233 18 0 0 0 124 355 0 24 0 81 835

800-815 0 212 16 0 0 0 115 275 0 24 0 85 727

815-830 0 202 27 0 0 0 115 243 0 23 0 59 669

830-845 0 198 32 0 0 0 98 212 0 11 0 46 597

845-900 0 212 37 0 0 0 95 207 0 23 0 48 622

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 798 87 0 0 0 507 1252 0 85 0 340 3069

715-815 0 865 80 0 0 0 501 1287 0 99 0 357 3189

730-830 0 877 82 0 0 0 490 1214 0 101 0 328 3092

745-845 0 845 93 0 0 0 452 1085 0 82 0 271 2828

800-900 0 824 112 0 0 0 423 937 0 81 0 238 2615

AM PEAK HOUR

715-815 0

0 865 80 0

0

357

I-710 NB RAMPS 0 0 1287 501

99

LONG BEACH BOULEVARD

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W I-710 NB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 187 37 0 0 0 72 124 0 20 0 42 482

1115-1130 0 196 38 0 0 0 61 144 0 20 0 30 489

1130-1145 0 204 48 0 0 0 62 137 0 29 0 40 520

1145-1200 0 224 51 0 0 0 68 136 0 24 0 30 533

1200-1215 0 220 45 0 0 0 55 141 0 19 0 30 510

1215-1230 0 230 49 0 0 0 84 151 0 24 0 34 572

1230-1245 0 234 48 0 0 0 64 154 0 25 0 36 561

1245-100 0 253 38 0 0 0 94 146 0 25 0 26 582

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 811 174 0 0 0 263 541 0 93 0 142 2024

1115-1215 0 844 182 0 0 0 246 558 0 92 0 130 2052

1130-1230 0 878 193 0 0 0 269 565 0 96 0 134 2135

1145-1245 0 908 193 0 0 0 271 582 0 92 0 130 2176

1200-100 0 937 180 0 0 0 297 592 0 93 0 126 2225

MD PEAK HOUR

1200-100 0

0 937 180 0

0

126

I-710 NB RAMPS 0 0 592 297

93

LONG BEACH BOULEVARD

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W I-710 NB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 339 60 0 0 0 81 169 0 36 0 32 717

415-430 0 364 60 0 0 0 68 195 0 45 0 43 775

430-445 0 370 79 0 0 0 93 176 0 42 0 41 801

445-500 0 352 63 0 0 0 85 155 0 46 0 49 750

500-515 0 371 81 0 0 0 67 125 0 26 0 34 704

515-530 0 368 76 0 0 0 87 157 0 46 0 40 774

530-545 0 394 81 0 0 0 91 172 0 47 0 34 819

545-600 0 348 49 0 0 0 103 192 0 56 0 43 791

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 1425 262 0 0 0 327 695 0 169 0 165 3043

415-515 0 1457 283 0 0 0 313 651 0 159 0 167 3030

430-530 0 1461 299 0 0 0 332 613 0 160 0 164 3029

445-545 0 1485 301 0 0 0 330 609 0 165 0 157 3047

500-600 0 1481 287 0 0 0 348 646 0 175 0 151 3088

PM PEAK HOUR

500-600 0

0 1481 287 0

0

151

I-710 NB RAMPS 0 0 646 348

175

LONG BEACH BOULEVARD

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W I-710 SB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 40 110 0 101 0 0 0 273 62 58 0 0 644

715-730 55 156 0 100 0 0 0 313 84 61 0 0 769

730-745 72 198 0 114 0 0 0 374 69 55 0 0 882

745-800 49 193 0 109 0 0 0 367 50 60 0 0 828

800-815 44 125 0 99 0 0 0 317 46 97 0 0 728

815-830 33 136 0 84 0 0 0 254 43 93 0 0 643

830-845 36 151 0 73 0 0 0 228 41 81 0 0 610

845-900 40 168 0 67 0 0 0 211 31 79 0 0 596

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 216 657 0 424 0 0 0 1327 265 234 0 0 3123

715-815 220 672 0 422 0 0 0 1371 249 273 0 0 3207

730-830 198 652 0 406 0 0 0 1312 208 305 0 0 3081

745-845 162 605 0 365 0 0 0 1166 180 331 0 0 2809

800-900 153 580 0 323 0 0 0 1010 161 350 0 0 2577

AM PEAK HOUR

715-815 422

220 672 0 0

0

0

I-710 SB RAMPS 0 249 1371 0

273

LONG BEACH BOULEVARD

Page 402: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W I-710 SB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 52 177 0 48 0 0 0 134 21 68 0 0 500

1115-1130 43 183 0 43 0 0 0 146 23 50 0 0 488

1130-1145 47 197 0 34 0 0 0 150 20 75 0 0 523

1145-1200 31 188 0 48 0 0 0 152 23 58 0 0 500

1200-1215 53 205 0 44 0 0 0 145 22 77 0 0 546

1215-1230 48 207 0 48 0 0 0 163 28 76 0 0 570

1230-1245 54 214 0 42 0 0 0 166 28 87 0 0 591

1245-100 42 190 0 55 0 0 0 156 25 80 0 0 548

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 173 745 0 173 0 0 0 582 87 251 0 0 2011

1115-1215 174 773 0 169 0 0 0 593 88 260 0 0 2057

1130-1230 179 797 0 174 0 0 0 610 93 286 0 0 2139

1145-1245 186 814 0 182 0 0 0 626 101 298 0 0 2207

1200-100 197 816 0 189 0 0 0 630 103 320 0 0 2255

MD PEAK HOUR

1200-100 189

197 816 0 0

0

0

I-710 SB RAMPS 0 103 630 0

320

LONG BEACH BOULEVARD

Page 403: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S LONG BEACH BOULEVARD

E/W I-710 SB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 72 292 0 50 0 1 0 207 25 131 0 0 778

415-430 55 292 0 34 0 0 0 185 30 126 0 0 722

430-445 92 267 0 42 0 0 0 193 35 133 0 0 762

445-500 69 323 0 29 0 0 0 175 20 145 0 0 761

500-515 99 323 0 22 0 0 0 152 22 159 0 0 777

515-530 83 299 0 21 0 0 0 156 17 145 0 0 721

530-545 63 303 0 42 0 0 0 199 25 113 0 0 745

545-600 89 312 0 29 0 1 0 187 39 114 0 0 771

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 288 1174 0 155 0 1 0 760 110 535 0 0 3023

415-515 315 1205 0 127 0 0 0 705 107 563 0 0 3022

430-530 343 1212 0 114 0 0 0 676 94 582 0 0 3021

445-545 314 1248 0 114 0 0 0 682 84 562 0 0 3004

500-600 334 1237 0 114 0 1 0 694 103 531 0 0 3014

PM PEAK HOUR

400-500 155

288 1174 0 0

1

0

I-710 SB RAMPS 0 110 760 0

535

LONG BEACH BOULEVARD

Page 404: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S I-710 NB RAMPS

E/W ARTESIA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 0 0 0 328 0 40 0 23 0 117 0 508

715-730 0 0 0 0 428 0 46 0 35 0 154 0 663

730-745 0 0 0 0 428 0 58 0 35 0 201 0 722

745-800 0 0 0 0 486 0 58 0 36 0 187 0 767

800-815 0 0 0 0 326 0 55 0 22 0 105 0 508

815-830 0 0 0 0 346 0 39 0 21 0 100 0 506

830-845 1 0 0 0 312 0 37 0 13 0 98 0 461

845-900 0 0 0 0 246 0 48 0 15 0 103 0 412

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 0 0 0 1670 0 202 0 129 0 659 0 2660

715-815 0 0 0 0 1668 0 217 0 128 0 647 0 2660

730-830 0 0 0 0 1586 0 210 0 114 0 593 0 2503

745-845 1 0 0 0 1470 0 189 0 92 0 490 0 2242

800-900 1 0 0 0 1230 0 179 0 71 0 406 0 1887

AM PEAK HOUR

700-800 0

0 0 0 1670

0

0

ARTESIA BOULEVARD 659 129 0 202

0

I-710 NB RAMPS

Page 405: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S I-710 NB RAMPS

E/W ARTESIA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 0 0 105 0 27 0 9 0 80 0 221

1115-1130 0 0 0 0 122 0 31 0 18 0 107 0 278

1130-1145 1 0 0 0 135 0 44 0 11 0 120 0 311

1145-1200 0 0 0 0 133 0 34 0 13 0 134 0 314

1200-1215 0 0 0 0 137 0 48 0 20 0 113 0 318

1215-1230 0 0 0 0 140 0 63 0 14 0 122 0 339

1230-1245 0 0 0 0 164 0 48 0 19 0 127 0 358

1245-100 0 0 0 0 139 0 31 0 17 0 121 0 308

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 1 0 0 0 495 0 136 0 51 0 441 0 1124

1115-1215 1 0 0 0 527 0 157 0 62 0 474 0 1221

1130-1230 1 0 0 0 545 0 189 0 58 0 489 0 1282

1145-1245 0 0 0 0 574 0 193 0 66 0 496 0 1329

1200-100 0 0 0 0 580 0 190 0 70 0 483 0 1323

MD PEAK HOUR

1145-1245 0

0 0 0 574

0

0

ARTESIA BOULEVARD 496 66 0 193

0

I-710 NB RAMPS

Page 406: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S I-710 NB RAMPS

E/W ARTESIA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 0 0 183 0 121 0 20 0 253 0 577

415-430 0 0 0 0 179 0 172 0 27 0 277 0 655

430-445 0 0 0 0 184 0 127 0 28 0 294 0 633

445-500 0 0 0 0 196 0 173 0 30 0 341 0 740

500-515 0 0 0 0 205 0 176 0 33 0 327 0 741

515-530 0 0 0 0 158 0 166 0 27 0 347 0 698

530-545 0 0 0 0 173 0 144 0 45 0 312 0 674

545-600 0 0 0 0 174 0 158 0 26 0 283 0 641

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 0 0 0 742 0 593 0 105 0 1165 0 2605

415-515 0 0 0 0 764 0 648 0 118 0 1239 0 2769

430-530 0 0 0 0 743 0 642 0 118 0 1309 0 2812

445-545 0 0 0 0 732 0 659 0 135 0 1327 0 2853

500-600 0 0 0 0 710 0 644 0 131 0 1269 0 2754

PM PEAK HOUR

445-545 0

0 0 0 732

0

0

ARTESIA BOULEVARD 1327 135 0 659

0

I-710 NB RAMPS

Page 407: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S I-710 SB RAMPS

E/W ARTESIA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 0 0 0 328 98 0 0 0 36 127 0 589

715-730 0 0 0 0 331 91 0 0 0 49 159 0 630

730-745 0 0 0 0 355 97 0 0 0 30 194 0 676

745-800 0 0 0 0 413 96 0 0 0 21 170 0 700

800-815 0 0 0 0 366 72 0 0 0 22 124 0 584

815-830 0 0 0 0 261 50 0 0 0 24 102 0 437

830-845 0 0 0 0 242 79 0 0 0 14 91 0 426

845-900 0 0 0 0 195 61 0 0 0 13 89 0 358

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 0 0 0 1427 382 0 0 0 136 650 0 2595

715-815 0 0 0 0 1465 356 0 0 0 122 647 0 2590

730-830 0 0 0 0 1395 315 0 0 0 97 590 0 2397

745-845 0 0 0 0 1282 297 0 0 0 81 487 0 2147

800-900 0 0 0 0 1064 262 0 0 0 73 406 0 1805

AM PEAK HOUR

700-800 0

0 0 0 1427

382

0

ARTESIA BOULEVARD 650 0 0 0

136

I-710 SB RAMPS

Page 408: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S I-710 SB RAMPS

E/W ARTESIA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 0 0 79 33 0 0 0 13 97 0 222

1115-1130 0 0 0 0 107 37 0 0 0 13 100 0 257

1130-1145 0 0 0 0 100 32 0 0 0 17 122 0 271

1145-1200 0 0 0 0 123 41 0 0 0 10 121 0 295

1200-1215 0 0 0 0 115 39 0 0 0 15 121 0 290

1215-1230 0 0 0 0 117 43 0 0 0 19 116 0 295

1230-1245 0 0 0 0 132 38 0 0 0 16 129 0 315

1245-100 0 0 0 0 145 29 0 0 0 13 120 0 307

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 0 0 0 409 143 0 0 0 53 440 0 1045

1115-1215 0 0 0 0 445 149 0 0 0 55 464 0 1113

1130-1230 0 0 0 0 455 155 0 0 0 61 480 0 1151

1145-1245 0 0 0 0 487 161 0 0 0 60 487 0 1195

1200-100 0 0 0 0 509 149 0 0 0 63 486 0 1207

MD PEAK HOUR

1200-100 0

0 0 0 509

149

0

ARTESIA BOULEVARD 486 0 0 0

63

I-710 SB RAMPS

Page 409: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 10, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S I-710 SB RAMPS

E/W ARTESIA BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 0 0 161 54 0 0 0 18 260 0 493

415-430 0 0 0 0 180 45 0 0 0 16 286 0 527

430-445 0 0 0 0 166 54 0 0 0 26 313 0 559

445-500 0 0 0 0 156 41 0 0 0 15 314 0 526

500-515 0 0 0 0 195 49 0 0 0 26 340 0 610

515-530 0 0 0 0 150 60 0 0 0 22 356 0 588

530-545 0 0 0 0 162 56 0 0 0 25 307 0 550

545-600 0 0 0 0 121 58 0 0 0 11 249 0 439

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 0 0 0 663 194 0 0 0 75 1173 0 2105

415-515 0 0 0 0 697 189 0 0 0 83 1253 0 2222

430-530 0 0 0 0 667 204 0 0 0 89 1323 0 2283

445-545 0 0 0 0 663 206 0 0 0 88 1317 0 2274

500-600 0 0 0 0 628 223 0 0 0 84 1252 0 2187

PM PEAK HOUR

430-530 0

0 0 0 667

204

0

ARTESIA BOULEVARD 1323 0 0 0

89

I-710 SB RAMPS

Page 410: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17,2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S I-710 NB RAMPS

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 0 0 75 139 0 20 0 39 0 100 67 440

715-730 0 0 0 96 154 0 33 0 41 0 120 76 520

730-745 0 0 0 99 188 0 43 0 44 0 156 80 610

745-800 0 0 0 90 172 0 54 0 39 0 166 64 585

800-815 0 0 0 75 135 0 69 0 47 0 130 54 510

815-830 0 0 0 97 178 0 49 0 44 0 169 70 607

830-845 0 0 0 68 167 0 35 0 46 0 156 48 520

845-900 0 0 0 59 106 0 49 0 43 0 161 43 461

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 0 0 360 653 0 150 0 163 0 542 287 2155

715-815 0 0 0 360 649 0 199 0 171 0 572 274 2225

730-830 0 0 0 361 673 0 215 0 174 0 621 268 2312

745-845 0 0 0 330 652 0 207 0 176 0 621 236 2222

800-900 0 0 0 299 586 0 202 0 180 0 616 215 2098

AM PEAK HOUR

730-830 361

0 0 0 673

0

268

ALONDRA BOULEVARD 621 174 0 215

0

I-710 NB RAMPS

Page 411: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17,2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S I-710 NB RAMPS

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 0 89 132 0 40 0 52 0 133 74 520

1115-1130 0 0 0 83 135 0 51 0 45 0 141 61 516

1130-1145 0 0 0 73 131 0 33 0 40 0 141 73 491

1145-1200 0 0 0 88 112 0 52 0 47 0 197 68 564

1200-1215 0 0 0 75 117 0 58 0 58 0 167 68 543

1215-1230 0 0 0 70 154 0 41 0 41 0 132 66 504

1230-1245 0 0 0 75 140 0 43 0 57 0 138 61 514

1245-100 0 0 0 98 137 0 55 1 63 0 142 78 574

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 0 0 333 510 0 176 0 184 0 612 276 2091

1115-1215 0 0 0 319 495 0 194 0 190 0 646 270 2114

1130-1230 0 0 0 306 514 0 184 0 186 0 637 275 2102

1145-1245 0 0 0 308 523 0 194 0 203 0 634 263 2125

1200-100 0 0 0 318 548 0 197 1 219 0 579 273 2135

MD PEAK HOUR

1200-100 318

0 0 0 548

0

273

ALONDRA BOULEVARD 579 219 1 197

0

I-710 NB RAMPS

Page 412: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17,2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S I-710 NB RAMPS

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 0 73 175 0 87 0 80 0 223 74 712

415-430 0 0 0 61 174 0 78 3 73 0 248 66 703

430-445 0 0 0 69 150 0 75 0 79 0 257 76 706

445-500 0 0 0 65 166 0 99 1 74 0 274 91 770

500-515 0 0 0 92 203 0 78 0 73 0 245 99 790

515-530 0 0 0 76 209 0 89 0 71 0 265 86 796

530-545 0 0 0 92 176 0 97 0 86 0 264 98 813

545-600 0 0 0 101 136 0 97 1 83 0 214 99 731

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 0 0 268 665 0 339 4 306 0 1002 307 2891

415-515 0 0 0 287 693 0 330 4 299 0 1024 332 2969

430-530 0 0 0 302 728 0 341 1 297 0 1041 352 3062

445-545 0 0 0 325 754 0 363 1 304 0 1048 374 3169

500-600 0 0 0 361 724 0 361 1 313 0 988 382 3130

PM PEAK HOUR

445-545 325

0 0 0 754

0

374

ALONDRA BOULEVARD 1048 304 1 363

0

I-710 NB RAMPS

Page 413: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S I-710 SB RAMPS

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 90 0 0 0 131 60 49 0 0 94 141 0 565

715-730 97 0 0 0 141 51 47 0 0 83 130 0 549

730-745 85 0 0 0 169 56 64 0 0 91 157 0 622

745-800 115 0 0 0 154 54 70 0 0 92 161 0 646

800-815 111 0 0 0 150 40 76 0 0 60 135 0 572

815-830 78 0 0 0 172 47 70 0 0 56 142 0 565

830-845 91 0 0 0 159 47 25 0 0 45 163 0 530

845-900 87 0 0 0 116 42 75 0 0 54 140 0 514

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 387 0 0 0 595 221 230 0 0 360 589 0 2382

715-815 408 0 0 0 614 201 257 0 0 326 583 0 2389

730-830 389 0 0 0 645 197 280 0 0 299 595 0 2405

745-845 395 0 0 0 635 188 241 0 0 253 601 0 2313

800-900 367 0 0 0 597 176 246 0 0 215 580 0 2181

AM PEAK HOUR

730-830 0

389 0 0 645

197

0

ALONDRA BOULEVARD 595 0 0 280

299

I-710 SB RAMPS

Page 414: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S I-710 SB RAMPS

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 76 0 0 0 132 46 62 0 0 56 131 0 503

1115-1130 63 0 0 0 130 51 74 0 0 50 161 0 529

1130-1145 85 0 0 0 134 50 64 0 0 58 159 0 550

1145-1200 93 0 0 0 101 43 79 0 0 66 155 0 537

1200-1215 88 0 0 0 137 30 62 0 0 55 138 0 510

1215-1230 75 0 0 0 141 49 80 0 0 38 168 0 551

1230-1245 96 0 0 0 165 42 66 0 0 55 142 0 566

1245-100 89 0 0 0 149 47 64 0 0 63 114 0 526

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 317 0 0 0 497 190 279 0 0 230 606 0 2119

1115-1215 329 0 0 0 502 174 279 0 0 229 613 0 2126

1130-1230 341 0 0 0 513 172 285 0 0 217 620 0 2148

1145-1245 352 0 0 0 544 164 287 0 0 214 603 0 2164

1200-100 348 0 0 0 592 168 272 0 0 211 562 0 2153

MD PEAK HOUR

1145-1245 0

352 0 0 544

164

0

ALONDRA BOULEVARD 603 0 0 287

214

I-710 SB RAMPS

Page 415: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 17, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S I-710 SB RAMPS

E/W ALONDRA BOULEVARD

CITY: COMPTON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 104 0 0 0 192 50 81 0 0 80 207 0 714

415-430 106 0 0 0 178 54 87 0 0 60 235 0 720

430-445 79 0 0 0 178 55 84 0 0 62 234 0 692

445-500 89 0 0 0 199 60 101 0 0 64 254 0 767

500-515 95 0 0 0 202 64 73 0 0 63 262 0 759

515-530 91 0 0 0 201 65 85 0 0 51 267 0 760

530-545 89 0 0 0 192 53 97 0 0 64 272 0 767

545-600 83 0 0 0 193 52 68 0 0 69 240 0 705

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 378 0 0 0 747 219 353 0 0 266 930 0 2893

415-515 369 0 0 0 757 233 345 0 0 249 985 0 2938

430-530 354 0 0 0 780 244 343 0 0 240 1017 0 2978

445-545 364 0 0 0 794 242 356 0 0 242 1055 0 3053

500-600 358 0 0 0 788 234 323 0 0 247 1041 0 2991

PM PEAK HOUR

445-545 0

364 0 0 794

242

0

ALONDRA BOULEVARD 1055 0 0 356

242

I-710 SB RAMPS

Page 416: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 5, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S I-710 NB RAMPS

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 0 0 49 176 0 35 0 121 74 148 0 603

715-730 0 0 0 47 266 0 43 0 123 67 195 0 741

730-745 0 0 0 64 312 0 41 0 148 63 213 0 841

745-800 0 0 0 48 247 0 63 0 187 70 231 0 846

800-815 0 0 0 48 208 0 36 0 126 48 155 0 621

815-830 0 0 0 36 194 0 38 0 91 47 169 0 575

830-845 0 0 0 34 142 0 39 0 78 54 139 0 486

845-900 0 0 0 23 129 0 24 0 62 44 156 0 438

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 0 0 208 1001 0 182 0 579 274 787 0 3031

715-815 0 0 0 207 1033 0 183 0 584 248 794 0 3049

730-830 0 0 0 196 961 0 178 0 552 228 768 0 2883

745-845 0 0 0 166 791 0 176 0 482 219 694 0 2528

800-900 0 0 0 141 673 0 137 0 357 193 619 0 2120

AM PEAK HOUR

715-815 207

0 0 0 1033

0

0

ROSECRANS AVENUE 794 584 0 183

248

I-710 NB RAMPS

Page 417: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 5, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S I-710 NB RAMPS

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 0 18 113 0 32 0 61 43 145 0 412

1115-1130 0 0 0 25 129 0 29 0 82 53 139 0 457

1130-1145 0 0 0 31 146 0 31 0 67 49 148 0 472

1145-1200 0 0 0 23 153 0 37 0 83 56 151 0 503

1200-1215 0 0 0 18 121 0 36 0 107 37 164 0 483

1215-1230 0 0 0 29 157 0 34 0 76 51 159 0 506

1230-1245 0 0 0 23 122 0 28 0 89 37 124 0 423

1245-100 0 0 0 33 148 0 35 0 90 53 146 0 505

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 0 0 97 541 0 129 0 293 201 583 0 1844

1115-1215 0 0 0 97 549 0 133 0 339 195 602 0 1915

1130-1230 0 0 0 101 577 0 138 0 333 193 622 0 1964

1145-1245 0 0 0 93 553 0 135 0 355 181 598 0 1915

1200-100 0 0 0 103 548 0 133 0 362 178 593 0 1917

MD PEAK HOUR

1130-1230 101

0 0 0 577

0

0

ROSECRANS AVENUE 622 333 0 138

193

I-710 NB RAMPS

Page 418: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 5, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S I-710 NB RAMPS

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 0 48 208 0 68 0 182 89 266 0 861

415-430 0 0 0 46 219 0 39 0 164 62 235 0 765

430-445 0 0 0 58 220 0 68 0 174 66 250 0 836

445-500 0 0 0 40 203 0 64 0 179 62 226 0 774

500-515 0 0 0 42 260 0 64 0 175 65 229 0 835

515-530 0 0 0 42 210 0 90 0 179 81 247 0 849

530-545 0 0 0 37 232 0 57 0 175 83 251 0 835

545-600 0 0 0 38 212 0 59 0 166 56 244 0 775

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 0 0 192 850 0 239 0 699 279 977 0 3236

415-515 0 0 0 186 902 0 235 0 692 255 940 0 3210

430-530 0 0 0 182 893 0 286 0 707 274 952 0 3294

445-545 0 0 0 161 905 0 275 0 708 291 953 0 3293

500-600 0 0 0 159 914 0 270 0 695 285 971 0 3294

PM PEAK HOUR

430-530 182

0 0 0 893

0

0

ROSECRANS AVENUE 952 707 0 286

274

I-710 NB RAMPS

Page 419: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 5, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S I-710 SB RAMPS

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 67 0 37 68 247 0 0 0 0 150 205 0 774

715-730 67 0 52 117 306 0 0 0 0 152 227 0 921

730-745 98 0 49 77 383 0 0 0 0 153 229 0 989

745-800 53 0 41 62 342 0 0 0 0 120 203 0 821

800-815 65 0 33 43 294 0 0 0 0 104 204 0 743

815-830 79 0 50 59 257 0 0 0 0 96 158 0 699

830-845 51 0 49 29 192 0 0 0 0 85 149 0 555

845-900 56 0 37 25 147 0 0 0 0 54 135 0 454

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 285 0 179 324 1278 0 0 0 0 575 864 0 3505

715-815 283 0 175 299 1325 0 0 0 0 529 863 0 3474

730-830 295 0 173 241 1276 0 0 0 0 473 794 0 3252

745-845 248 0 173 193 1085 0 0 0 0 405 714 0 2818

800-900 251 0 169 156 890 0 0 0 0 339 646 0 2451

AM PEAK HOUR

700-800 324

285 0 179 1278

0

0

ROSECRANS AVENUE 864 0 0 0

575

I-710 SB RAMPS

Page 420: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 5, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S I-710 SB RAMPS

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 60 0 34 24 158 0 0 0 0 88 159 0 523

1115-1130 51 0 28 23 167 0 0 0 0 69 151 0 489

1130-1145 42 0 44 31 203 0 0 0 0 99 178 0 597

1145-1200 38 0 34 27 210 0 0 0 0 77 160 0 546

1200-1215 44 0 43 30 210 0 0 0 0 80 184 0 591

1215-1230 34 0 26 23 188 0 0 0 0 74 163 0 508

1230-1245 56 0 23 39 198 0 0 0 0 101 145 0 562

1245-100 37 0 39 29 198 0 0 0 0 77 140 0 520

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 191 0 140 105 738 0 0 0 0 333 648 0 2155

1115-1215 175 0 149 111 790 0 0 0 0 325 673 0 2223

1130-1230 158 0 147 111 811 0 0 0 0 330 685 0 2242

1145-1245 172 0 126 119 806 0 0 0 0 332 652 0 2207

1200-100 171 0 131 121 794 0 0 0 0 332 632 0 2181

MD PEAK HOUR

1130-1230 111

158 0 147 811

0

0

ROSECRANS AVENUE 685 0 0 0

330

I-710 SB RAMPS

Page 421: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 5, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S I-710 SB RAMPS

E/W ROSECRANS AVENUE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 80 0 65 59 344 0 0 0 0 105 284 0 937

415-430 87 0 50 32 345 0 0 0 0 90 238 0 842

430-445 86 0 43 43 332 0 0 0 0 102 274 0 880

445-500 98 0 61 45 363 0 0 0 0 75 244 0 886

500-515 87 0 72 56 395 0 0 0 0 83 255 0 948

515-530 82 0 52 31 356 0 0 0 0 81 242 0 844

530-545 98 0 48 33 359 0 0 0 0 99 259 0 896

545-600 99 0 71 33 355 0 0 0 0 89 234 0 881

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 351 0 219 179 1384 0 0 0 0 372 1040 0 3545

415-515 358 0 226 176 1435 0 0 0 0 350 1011 0 3556

430-530 353 0 228 175 1446 0 0 0 0 341 1015 0 3558

445-545 365 0 233 165 1473 0 0 0 0 338 1000 0 3574

500-600 366 0 243 153 1465 0 0 0 0 352 990 0 3569

PM PEAK HOUR

445-545 165

365 0 233 1473

0

0

ROSECRANS AVENUE 1000 0 0 0

338

I-710 SB RAMPS

Page 422: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S WRIGHT ROAD

E/W I-710 SB OFF RAMP/ABBOTT ROAD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 75 0 5 72 4 0 126 69 93 0 1 445

715-730 2 97 0 4 97 14 0 150 81 104 0 0 549

730-745 1 99 0 3 77 12 0 156 83 110 0 0 541

745-800 4 92 0 1 72 4 0 141 72 81 0 1 468

800-815 4 99 0 4 74 11 0 109 64 81 0 0 446

815-830 0 93 0 4 58 7 0 120 51 54 0 0 387

830-845 3 88 0 4 35 5 0 98 37 64 0 0 334

845-900 2 81 0 2 35 10 0 102 36 41 0 1 310

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 7 363 0 13 318 34 0 573 305 388 0 2 2003

715-815 11 387 0 12 320 41 0 556 300 376 0 1 2004

730-830 9 383 0 12 281 34 0 526 270 326 0 1 1842

745-845 11 372 0 13 239 27 0 468 224 280 0 1 1635

800-900 9 361 0 14 202 33 0 429 188 240 0 1 1477

AM PEAK HOUR

715-815 12

11 387 0 320

41

1

I-710 SB OFF RAMP/ABBOTT ROAD 0 300 556 0

376

WRIGHT ROAD

Page 423: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S WRIGHT ROAD

E/W I-710 SB OFF RAMP/ABBOTT ROAD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 1 72 0 3 41 13 0 73 36 55 0 1 295

1115-1130 0 84 0 4 42 6 0 79 32 66 0 2 315

1130-1145 3 77 0 9 34 6 0 77 38 43 0 1 288

1145-1200 2 81 0 4 42 7 0 76 47 35 0 0 294

1200-1215 0 100 0 8 51 11 0 102 55 54 0 4 385

1215-1230 2 70 0 11 43 20 0 73 49 45 0 4 317

1230-1245 0 80 0 4 40 10 0 89 43 44 0 0 310

1245-100 0 76 0 9 52 23 0 75 45 42 0 1 323

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 6 314 0 20 159 32 0 305 153 199 0 4 1192

1115-1215 5 342 0 25 169 30 0 334 172 198 0 7 1282

1130-1230 7 328 0 32 170 44 0 328 189 177 0 9 1284

1145-1245 4 331 0 27 176 48 0 340 194 178 0 8 1306

1200-100 2 326 0 32 186 64 0 339 192 185 0 9 1335

MD PEAK HOUR

1200-100 32

2 326 0 186

64

9

I-710 SB OFF RAMP/ABBOTT ROAD 0 192 339 0

185

WRIGHT ROAD

Page 424: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 12, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S WRIGHT ROAD

E/W I-710 SB OFF RAMP/ABBOTT ROAD

CITY: SOUTH GATE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 2 121 0 9 75 17 0 181 93 64 0 4 566

415-430 2 101 0 4 94 8 0 153 94 50 0 2 508

430-445 2 108 0 13 64 21 0 148 88 73 0 4 521

445-500 1 112 0 6 88 13 0 151 104 49 0 1 525

500-515 3 109 0 6 72 10 0 158 93 72 0 1 524

515-530 0 109 0 9 84 17 0 166 110 86 0 2 583

530-545 0 104 0 5 82 12 0 173 112 63 0 1 552

545-600 3 94 0 7 92 13 0 192 100 59 0 4 564

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 7 442 0 32 321 59 0 633 379 236 0 11 2120

415-515 8 430 0 29 318 52 0 610 379 244 0 8 2078

430-530 6 438 0 34 308 61 0 623 395 280 0 8 2153

445-545 4 434 0 26 326 52 0 648 419 270 0 5 2184

500-600 6 416 0 27 330 52 0 689 415 280 0 8 2223

PM PEAK HOUR

500-600 27

6 416 0 330

52

8

I-710 SB OFF RAMP/ABBOTT ROAD 0 415 689 0

280

WRIGHT ROAD

Page 425: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S FIRESTONE BOULEVARD

E/W I-710 NB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 0 0 164 344 0 85 0 111 150 257 0 1111

715-730 0 0 0 176 364 0 73 0 107 168 313 0 1201

730-745 0 0 0 161 377 0 77 0 117 157 351 0 1240

745-800 0 0 0 149 350 0 90 0 81 134 348 0 1152

800-815 0 0 0 168 331 0 90 0 81 126 322 0 1118

815-830 0 0 0 137 324 0 110 0 82 125 313 0 1091

830-845 0 0 0 109 309 0 97 0 90 129 281 0 1015

845-900 0 0 0 97 307 0 108 0 99 134 311 0 1056

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 0 0 650 1435 0 325 0 416 609 1269 0 4704

715-815 0 0 0 654 1422 0 330 0 386 585 1334 0 4711

730-830 0 0 0 615 1382 0 367 0 361 542 1334 0 4601

745-845 0 0 0 563 1314 0 387 0 334 514 1264 0 4376

800-900 0 0 0 511 1271 0 405 0 352 514 1227 0 4280

AM PEAK HOUR

715-815 654

0 0 0 1422

0

0

I-710 NB RAMPS 1334 386 0 330

585

FIRESTONE BOULEVARD

Page 426: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S FIRESTONE BOULEVARD

E/W I-710 NB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 0 170 286 0 136 0 114 87 356 0 1149

1115-1130 0 0 0 116 304 0 149 0 108 106 378 0 1161

1130-1145 0 0 0 173 330 0 171 0 113 115 442 0 1344

1145-1200 0 0 0 229 375 0 175 0 101 101 351 0 1332

1200-1215 0 0 0 167 380 0 195 0 101 111 403 0 1357

1215-1230 0 0 0 155 415 0 187 0 118 125 412 0 1412

1230-1245 0 0 0 160 335 0 192 0 123 98 343 0 1251

1245-100 0 0 0 176 425 0 170 0 91 101 337 0 1300

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 0 0 688 1295 0 631 0 436 409 1527 0 4986

1115-1215 0 0 0 685 1389 0 690 0 423 433 1574 0 5194

1130-1230 0 0 0 724 1500 0 728 0 433 452 1608 0 5445

1145-1245 0 0 0 711 1505 0 749 0 443 435 1509 0 5352

1200-100 0 0 0 658 1555 0 744 0 433 435 1495 0 5320

MD PEAK HOUR

1130-1230 724

0 0 0 1500

0

0

I-710 NB RAMPS 1608 433 0 728

452

FIRESTONE BOULEVARD

Page 427: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S FIRESTONE BOULEVARD

E/W I-710 NB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 0 210 365 0 165 0 157 98 415 0 1410

415-430 0 0 0 187 402 0 234 0 168 122 484 0 1597

430-445 0 0 0 214 419 0 251 0 149 142 455 0 1630

445-500 0 0 0 179 444 0 225 0 142 108 500 0 1598

500-515 0 0 0 108 486 0 203 0 150 131 463 0 1541

515-530 0 0 0 178 449 0 222 0 208 119 557 0 1733

530-545 0 0 0 191 444 0 230 0 200 103 505 0 1673

545-600 0 0 0 132 451 0 217 0 175 122 533 0 1630

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 0 0 790 1630 0 875 0 616 470 1854 0 6235

415-515 0 0 0 688 1751 0 913 0 609 503 1902 0 6366

430-530 0 0 0 679 1798 0 901 0 649 500 1975 0 6502

445-545 0 0 0 656 1823 0 880 0 700 461 2025 0 6545

500-600 0 0 0 609 1830 0 872 0 733 475 2058 0 6577

PM PEAK HOUR

500-600 609

0 0 0 1830

0

0

I-710 NB RAMPS 2058 733 0 872

475

FIRESTONE BOULEVARD

Page 428: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S FIRESTONE BOULEVARD

E/W I-710 NB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 0 0 164 344 0 85 0 111 150 257 0 1111

715-730 0 0 0 176 364 0 73 0 107 168 313 0 1201

730-745 0 0 0 161 377 0 77 0 117 157 351 0 1240

745-800 0 0 0 149 350 0 90 0 81 134 348 0 1152

800-815 0 0 0 168 331 0 90 0 81 126 322 0 1118

815-830 0 0 0 137 324 0 110 0 82 125 313 0 1091

830-845 0 0 0 109 309 0 97 0 90 129 281 0 1015

845-900 0 0 0 97 307 0 108 0 99 134 311 0 1056

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 0 0 650 1435 0 325 0 416 609 1269 0 4704

715-815 0 0 0 654 1422 0 330 0 386 585 1334 0 4711

730-830 0 0 0 615 1382 0 367 0 361 542 1334 0 4601

745-845 0 0 0 563 1314 0 387 0 334 514 1264 0 4376

800-900 0 0 0 511 1271 0 405 0 352 514 1227 0 4280

AM PEAK HOUR

715-815 654

0 0 0 1422

0

0

I-710 NB RAMPS 1334 386 0 330

585

FIRESTONE BOULEVARD

Page 429: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S FIRESTONE BOULEVARD

E/W I-710 SB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 95 0 77 100 271 0 0 0 0 112 365 0 1020

1115-1130 134 0 106 92 324 0 0 0 0 126 390 0 1172

1130-1145 142 0 103 107 351 0 0 0 0 153 402 0 1258

1145-1200 160 0 95 93 350 0 0 0 0 162 383 0 1243

1200-1215 133 0 104 116 400 0 0 0 0 202 448 0 1403

1215-1230 193 0 111 114 407 0 0 0 0 173 422 0 1420

1230-1245 135 0 96 116 335 0 0 0 0 189 345 0 1216

1245-100 135 0 99 125 353 0 0 0 0 180 333 0 1225

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 531 0 381 392 1296 0 0 0 0 553 1540 0 4693

1115-1215 569 0 408 408 1425 0 0 0 0 643 1623 0 5076

1130-1230 628 0 413 430 1508 0 0 0 0 690 1655 0 5324

1145-1245 621 0 406 439 1492 0 0 0 0 726 1598 0 5282

1200-100 596 0 410 471 1495 0 0 0 0 744 1548 0 5264

MD PEAK HOUR

1130-1230 430

628 0 413 1508

0

0

I-710 SB RAMPS 1655 0 0 0

690

FIRESTONE BOULEVARD

Page 430: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S FIRESTONE BOULEVARD

E/W I-710 SB RAMPS

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 182 0 130 92 372 0 0 0 0 166 420 0 1362

415-430 174 0 146 114 444 0 0 0 0 160 442 0 1480

430-445 130 0 140 130 455 0 0 0 0 202 478 0 1535

445-500 171 0 156 100 476 0 0 0 0 213 450 0 1566

500-515 212 0 195 110 512 0 0 0 0 214 439 0 1682

515-530 140 0 176 122 519 0 0 0 0 145 464 0 1566

530-545 152 0 181 127 544 0 0 0 0 137 442 0 1583

545-600 117 0 170 115 500 0 0 0 0 124 464 0 1490

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 657 0 572 436 1747 0 0 0 0 741 1790 0 5943

415-515 687 0 637 454 1887 0 0 0 0 789 1809 0 6263

430-530 653 0 667 462 1962 0 0 0 0 774 1831 0 6349

445-545 675 0 708 459 2051 0 0 0 0 709 1795 0 6397

500-600 621 0 722 474 2075 0 0 0 0 620 1809 0 6321

PM PEAK HOUR

445-545 459

675 0 708 2051

0

0

I-710 SB RAMPS 1795 0 0 0

709

FIRESTONE BOULEVARD

Page 431: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S 1-710 NORTHBOUND

E/W ATLANTIC/BANDINI ON RAMP

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 116 43 0 0 0 0 0 0 221 0 0 0 380

715-730 131 63 0 0 0 0 0 0 182 0 0 0 376

730-745 142 66 0 0 0 0 0 0 161 0 0 0 369

745-800 154 79 0 0 0 0 0 0 187 0 0 0 420

800-815 168 59 0 0 0 0 0 0 207 0 0 0 434

815-830 140 50 0 0 0 0 0 0 155 0 0 0 345

830-845 140 77 0 0 0 0 0 0 184 0 0 0 401

845-900 121 65 0 0 0 0 0 0 154 0 0 0 340

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 543 251 0 0 0 0 0 0 751 0 0 0 1545

715-815 595 267 0 0 0 0 0 0 737 0 0 0 1599

730-830 604 254 0 0 0 0 0 0 710 0 0 0 1568

745-845 602 265 0 0 0 0 0 0 733 0 0 0 1600

800-900 569 251 0 0 0 0 0 0 700 0 0 0 1520

AM PEAK HOUR

745-845 0

602 265 0 0

0

0

ATLANTIC/BANDINI ON RAMP 0 733 0 0

0

1-710 NORTHBOUND

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S 1-710 NORTHBOUND

E/W ATLANTIC/BANDINI ON RAMP

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 64 50 0 0 0 0 0 0 210 0 0 0 324

1115-1130 64 45 0 0 0 0 0 0 230 0 0 0 339

1130-1145 75 45 0 0 0 0 0 0 243 0 0 0 363

1145-1200 67 47 0 0 0 0 0 0 256 0 0 0 370

1200-1215 69 32 0 0 0 0 0 0 234 0 0 0 335

1215-1230 59 34 0 0 0 0 0 0 244 0 0 0 337

1230-1245 57 39 0 0 0 0 0 0 210 0 0 0 306

1245-100 71 44 0 0 0 0 0 0 220 0 0 0 335

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 270 187 0 0 0 0 0 0 939 0 0 0 1396

1115-1215 275 169 0 0 0 0 0 0 963 0 0 0 1407

1130-1230 270 158 0 0 0 0 0 0 977 0 0 0 1405

1145-1245 252 152 0 0 0 0 0 0 944 0 0 0 1348

1200-100 256 149 0 0 0 0 0 0 908 0 0 0 1313

MD PEAK HOUR

1115-1215 0

275 169 0 0

0

0

ATLANTIC/BANDINI ON RAMP 0 963 0 0

0

1-710 NORTHBOUND

Page 433: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S 1-710 NORTHBOUND

E/W ATLANTIC/BANDINI ON RAMP

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 42 38 0 0 0 0 0 0 280 0 0 0 360

415-430 56 32 0 0 0 0 0 0 285 0 0 0 373

430-445 57 42 0 0 0 0 0 0 328 0 0 0 427

445-500 59 46 0 0 0 0 0 0 324 0 0 0 429

500-515 41 41 0 0 0 0 0 0 309 0 0 0 391

515-530 53 67 0 0 0 0 0 0 276 0 0 0 396

530-545 51 42 0 0 0 0 0 0 311 0 0 0 404

545-600 38 34 0 0 0 0 0 0 200 0 0 0 272

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 214 158 0 0 0 0 0 0 1217 0 0 0 1589

415-515 213 161 0 0 0 0 0 0 1246 0 0 0 1620

430-530 210 196 0 0 0 0 0 0 1237 0 0 0 1643

445-545 204 196 0 0 0 0 0 0 1220 0 0 0 1620

500-600 183 184 0 0 0 0 0 0 1096 0 0 0 1463

PM PEAK HOUR

430-530 0

210 196 0 0

0

0

ATLANTIC/BANDINI ON RAMP 0 1237 0 0

0

1-710 NORTHBOUND

Page 434: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S I-710 SOUTHBOUND

E/W BANDINI BOULEVARD OFF-RAMP

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 0 0 0 259 0 88 1 77 0 169 1 595

715-730 0 0 0 3 261 0 92 0 82 0 152 0 590

730-745 0 2 0 1 228 0 92 0 61 0 177 1 562

745-800 1 0 0 2 281 0 129 0 98 0 158 2 671

800-815 0 1 0 0 317 0 90 0 77 0 152 3 640

815-830 2 2 0 1 291 0 65 0 74 0 172 1 608

830-845 0 0 0 1 223 0 72 0 75 0 166 0 537

845-900 1 0 0 0 245 0 71 1 74 0 148 1 541

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 1 2 0 6 1029 0 401 1 318 0 656 4 2418

715-815 1 3 0 6 1087 0 403 0 318 0 639 6 2463

730-830 3 5 0 4 1117 0 376 0 310 0 659 7 2481

745-845 3 3 0 4 1112 0 356 0 324 0 648 6 2456

800-900 3 3 0 2 1076 0 298 1 300 0 638 5 2326

AM PEAK HOUR

730-830 4

3 5 0 1117

0

7

BANDINI BOULEVARD OFF-RAMP 659 310 0 376

0

I-710 SOUTHBOUND

Page 435: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S I-710 SOUTHBOUND

E/W BANDINI BOULEVARD OFF-RAMP

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 1 0 1 0 141 0 57 0 43 0 203 0 446

1115-1130 1 0 0 0 143 0 50 0 64 0 219 0 477

1130-1145 0 0 0 0 141 0 51 0 46 0 237 0 475

1145-1200 1 0 1 0 148 0 50 0 53 0 221 0 474

1200-1215 1 0 1 0 138 0 61 0 38 0 237 0 476

1215-1230 1 0 1 2 152 0 53 0 41 0 224 2 476

1230-1245 2 0 0 0 152 0 55 0 33 0 215 0 457

1245-100 1 0 0 2 158 0 47 0 36 0 195 0 439

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 3 0 2 0 573 0 208 0 206 0 880 0 1872

1115-1215 3 0 2 0 570 0 212 0 201 0 914 0 1902

1130-1230 3 0 3 2 579 0 215 0 178 0 919 2 1901

1145-1245 5 0 3 2 590 0 219 0 165 0 897 2 1883

1200-100 5 0 2 4 600 0 216 0 148 0 871 2 1848

MD PEAK HOUR

1115-1215 0

3 0 2 570

0

0

BANDINI BOULEVARD OFF-RAMP 914 201 0 212

0

I-710 SOUTHBOUND

Page 436: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S I-710 SOUTHBOUND

E/W BANDINI BOULEVARD OFF-RAMP

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 1 0 5 0 109 0 32 0 15 0 328 0 490

415-430 0 0 3 2 124 0 41 0 19 0 304 0 493

430-445 0 0 4 2 128 0 38 0 13 0 343 0 528

445-500 0 0 0 0 134 0 42 0 17 0 330 0 523

500-515 0 0 0 1 140 0 31 0 16 0 356 0 544

515-530 1 0 0 0 118 0 24 0 14 0 345 0 502

530-545 0 0 0 0 113 0 20 0 12 0 345 0 490

545-600 0 0 0 0 92 0 25 0 10 0 342 0 469

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 1 0 12 4 495 0 153 0 64 0 1305 0 2034

415-515 0 0 7 5 526 0 152 0 65 0 1333 0 2088

430-530 1 0 4 3 520 0 135 0 60 0 1374 0 2097

445-545 1 0 0 1 505 0 117 0 59 0 1376 0 2059

500-600 1 0 0 1 463 0 100 0 52 0 1388 0 2005

PM PEAK HOUR

430-530 3

1 0 4 520

0

0

BANDINI BOULEVARD OFF-RAMP 1374 60 0 135

0

I-710 SOUTHBOUND

Page 437: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S I-710 NORTHBOUND RAMPS

E/W WASHINGTON BOULEVARD

CITY: EAST LOS ANGELES

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 50 0 46 41 211 0 0 0 0 0 129 36 513

715-730 52 0 43 78 214 0 1 0 0 0 142 22 552

730-745 44 0 54 94 215 0 0 0 0 0 161 31 599

745-800 37 0 70 63 179 1 0 0 0 0 178 24 552

800-815 55 0 82 44 184 0 0 0 0 0 155 28 548

815-830 37 0 39 39 161 0 0 0 2 0 144 22 444

830-845 55 1 49 38 173 0 1 0 0 0 137 34 488

845-900 60 0 73 38 172 0 0 0 0 0 126 29 498

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 183 0 213 276 819 1 1 0 0 0 610 113 2216

715-815 188 0 249 279 792 1 1 0 0 0 636 105 2251

730-830 173 0 245 240 739 1 0 0 2 0 638 105 2143

745-845 184 1 240 184 697 1 1 0 2 0 614 108 2032

800-900 207 1 243 159 690 0 1 0 2 0 562 113 1978

AM PEAK HOUR

715-815 279

188 0 249 792

1

105

WASHINGTON BOULEVARD 636 0 0 1

0

I-710 NORTHBOUND RAMPS

Page 438: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S I-710 NORTHBOUND RAMPS

E/W WASHINGTON BOULEVARD

CITY: EAST LOS ANGELES

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 28 0 44 33 120 1 0 1 0 1 117 39 384

1115-1130 45 0 43 25 130 0 1 1 1 1 125 35 407

1130-1145 59 0 56 74 144 0 0 0 0 0 123 28 484

1145-1200 42 0 44 88 132 1 2 0 0 0 186 28 523

1200-1215 40 0 60 52 142 1 1 0 0 0 124 31 451

1215-1230 59 0 67 69 157 0 3 0 0 3 163 34 555

1230-1245 56 0 50 52 149 0 0 0 0 0 162 36 505

1245-100 50 0 50 59 136 2 0 0 1 2 126 46 472

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 174 0 187 220 526 2 3 2 1 2 551 130 1798

1115-1215 186 0 203 239 548 2 4 1 1 1 558 122 1865

1130-1230 200 0 227 283 575 2 6 0 0 3 596 121 2013

1145-1245 197 0 221 261 580 2 6 0 0 3 635 129 2034

1200-100 205 0 227 232 584 3 4 0 1 5 575 147 1983

MD PEAK HOUR

1145-1245 261

197 0 221 580

2

129

WASHINGTON BOULEVARD 635 0 0 6

3

I-710 NORTHBOUND RAMPS

Page 439: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S I-710 NORTHBOUND RAMPS

E/W WASHINGTON BOULEVARD

CITY: EAST LOS ANGELES

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 48 0 57 96 169 0 0 0 0 0 200 46 616

415-430 51 0 41 76 170 0 0 0 0 0 216 36 590

430-445 45 0 67 113 163 0 0 0 0 0 219 46 653

445-500 25 0 56 94 188 0 1 0 1 1 225 26 617

500-515 30 0 40 109 203 0 0 0 0 0 231 55 668

515-530 18 0 30 80 190 0 0 0 1 1 247 46 613

530-545 24 0 47 93 179 0 0 1 0 0 243 37 624

545-600 29 0 32 51 161 0 1 0 0 1 239 43 557

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 169 0 221 379 690 0 1 0 1 1 860 154 2476

415-515 151 0 204 392 724 0 1 0 1 1 891 163 2528

430-530 118 0 193 396 744 0 1 0 2 2 922 173 2551

445-545 97 0 173 376 760 0 1 1 2 2 946 164 2522

500-600 101 0 149 333 733 0 1 1 1 2 960 181 2462

PM PEAK HOUR

430-530 396

118 0 193 744

0

173

WASHINGTON BOULEVARD 922 2 0 1

2

I-710 NORTHBOUND RAMPS

Page 440: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S I-710 SOUTHBOUND RAMPS

E/W WASHINGTON BOULEVARD

CITY: EAST LOS ANGELES

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 53 0 83 53 210 0 0 0 0 0 95 25 519

715-730 45 0 92 66 203 1 0 0 0 0 62 24 493

730-745 40 0 93 40 208 1 0 0 0 1 82 16 481

745-800 60 0 101 55 180 1 0 0 2 2 101 25 527

800-815 46 0 95 51 190 0 0 0 0 1 106 22 511

815-830 60 1 98 36 180 2 0 0 0 0 66 13 456

830-845 52 0 68 44 171 0 0 0 0 1 91 18 445

845-900 64 0 70 45 198 0 1 0 0 0 84 15 477

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 198 0 369 214 801 3 0 0 2 3 340 90 2020

715-815 191 0 381 212 781 3 0 0 2 4 351 87 2012

730-830 206 1 387 182 758 4 0 0 2 4 355 76 1975

745-845 218 1 362 186 721 3 0 0 2 4 364 78 1939

800-900 222 1 331 176 739 2 1 0 0 2 347 68 1889

AM PEAK HOUR

700-800 214

198 0 369 801

3

90

WASHINGTON BOULEVARD 340 2 0 0

3

I-710 SOUTHBOUND RAMPS

Page 441: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S I-710 SOUTHBOUND RAMPS

E/W WASHINGTON BOULEVARD

CITY: EAST LOS ANGELES

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 38 0 66 45 118 2 0 0 0 0 85 24 378

1115-1130 25 1 53 52 121 9 1 0 1 1 93 27 384

1130-1145 37 0 54 49 125 3 0 0 0 0 108 40 416

1145-1200 33 0 78 61 129 1 3 0 6 1 120 42 474

1200-1215 39 0 66 69 132 3 1 0 0 1 119 52 482

1215-1230 43 0 72 64 134 2 1 0 1 0 119 48 484

1230-1245 28 1 67 57 148 0 3 1 6 1 113 43 468

1245-100 47 1 71 49 133 2 1 0 0 1 107 53 465

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 133 1 251 207 493 15 4 0 7 2 406 133 1652

1115-1215 134 1 251 231 507 16 5 0 7 3 440 161 1756

1130-1230 152 0 270 243 520 9 5 0 7 2 466 182 1856

1145-1245 143 1 283 251 543 6 8 1 13 3 471 185 1908

1200-100 157 2 276 239 547 7 6 1 7 3 458 196 1899

MD PEAK HOUR

1145-1245 251

143 1 283 543

6

185

WASHINGTON BOULEVARD 471 13 1 8

3

I-710 SOUTHBOUND RAMPS

Page 442: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S I-710 SOUTHBOUND RAMPS

E/W WASHINGTON BOULEVARD

CITY: EAST LOS ANGELES

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 21 0 63 84 112 0 2 1 0 2 166 61 512

415-430 21 0 50 95 140 0 0 1 1 1 197 57 563

430-445 27 0 54 78 138 0 0 3 1 1 214 62 578

445-500 18 0 50 85 111 0 1 2 4 0 210 65 546

500-515 24 0 54 98 121 0 1 0 2 0 214 73 587

515-530 32 0 30 107 121 0 3 0 2 0 241 73 609

530-545 16 0 44 103 117 0 1 0 0 0 243 77 601

545-600 22 0 42 65 119 0 1 1 0 1 244 63 558

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 87 0 217 342 501 0 3 7 6 4 787 245 2199

415-515 90 0 208 356 510 0 2 6 8 2 835 257 2274

430-530 101 0 188 368 491 0 5 5 9 1 879 273 2320

445-545 90 0 178 393 470 0 6 2 8 0 908 288 2343

500-600 94 0 170 373 478 0 6 1 4 1 942 286 2355

PM PEAK HOUR

500-600 373

94 0 170 478

0

286

WASHINGTON BOULEVARD 942 4 1 6

1

I-710 SOUTHBOUND RAMPS

Page 443: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S GOLDEN SHORE STREET

E/W SHORELINE DRIVE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 1 21 2 0 0 0 1 4 4 0 0 1 34

715-730 4 36 3 0 0 0 0 6 0 0 0 3 52

730-745 2 52 1 0 0 0 1 6 0 0 0 0 62

745-800 1 77 1 0 0 0 1 8 0 0 0 0 88

800-815 0 102 0 0 0 0 0 9 0 0 0 1 112

815-830 6 112 1 0 0 0 0 21 1 0 0 3 144

830-845 1 87 4 0 0 0 0 16 2 0 1 1 112

845-900 4 83 0 0 0 0 1 19 2 1 1 2 113

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 8 186 7 0 0 0 3 24 4 0 0 4 236

715-815 7 267 5 0 0 0 2 29 0 0 0 4 314

730-830 9 343 3 0 0 0 2 44 1 0 0 4 406

745-845 8 378 6 0 0 0 1 54 3 0 1 5 456

800-900 11 384 5 0 0 0 1 65 5 1 2 7 481

AM PEAK HOUR

800-900 0

11 384 5 0

0

7

SHORELINE DRIVE 2 5 65 1

1

GOLDEN SHORE STREET

Page 444: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S GOLDEN SHORE STREET

E/W SHORELINE DRIVE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 5 23 2 0 0 0 4 29 1 2 0 2 68

1115-1130 3 25 0 0 0 0 6 37 0 0 0 1 72

1130-1145 6 26 2 0 0 0 8 38 0 0 1 1 82

1145-1200 0 36 9 0 0 0 13 33 1 0 0 0 92

1200-1215 8 35 3 0 0 0 17 49 0 0 0 2 114

1215-1230 2 29 0 0 0 0 8 47 1 2 1 1 91

1230-1245 1 27 1 0 0 0 4 42 0 0 2 1 78

1245-100 5 38 5 0 0 0 3 40 0 1 0 1 93

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 14 110 13 0 0 0 31 137 2 2 1 4 314

1115-1215 17 122 14 0 0 0 44 157 1 0 1 4 360

1130-1230 16 126 14 0 0 0 46 167 2 2 2 4 379

1145-1245 11 127 13 0 0 0 42 171 2 2 3 4 375

1200-100 16 129 9 0 0 0 32 178 1 3 3 5 376

MD PEAK HOUR

1130-1230 0

16 126 14 0

0

4

SHORELINE DRIVE 2 2 167 46

2

GOLDEN SHORE STREET

Page 445: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S GOLDEN SHORE STREET

E/W SHORELINE DRIVE

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 7 16 6 0 0 0 14 45 2 2 0 3 95

415-430 2 18 1 0 0 0 12 39 2 1 0 3 78

430-445 7 19 1 0 0 0 18 79 1 0 1 0 126

445-500 2 16 6 0 0 0 12 65 1 0 0 1 103

500-515 2 19 14 0 0 0 28 132 4 0 1 1 201

515-530 2 18 8 0 0 0 29 109 1 0 0 1 168

530-545 5 8 3 0 0 0 36 66 1 0 0 0 119

545-600 2 9 1 0 0 0 16 30 1 0 0 0 59

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 18 69 14 0 0 0 56 228 6 3 1 7 402

415-515 13 72 22 0 0 0 70 315 8 1 2 5 508

430-530 13 72 29 0 0 0 87 385 7 0 2 3 598

445-545 11 61 31 0 0 0 105 372 7 0 1 3 591

500-600 11 54 26 0 0 0 109 337 7 0 1 2 547

PM PEAK HOUR

430-530 0

13 72 29 0

0

3

SHORELINE DRIVE 2 7 385 87

0

GOLDEN SHORE STREET

Page 446: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S GOLDEN SHORE STREET

E/W OCEAN BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 1 0 160 311 20 13 7 8 9 101 13 643

715-730 10 0 1 161 343 24 15 7 5 13 133 15 727

730-745 6 2 1 153 321 36 20 3 1 20 153 16 732

745-800 4 1 0 121 281 41 20 15 1 29 161 14 688

800-815 14 5 1 116 264 61 22 12 8 39 188 22 752

815-830 9 2 2 135 207 59 37 10 7 49 203 17 737

830-845 11 2 2 131 192 40 40 13 5 33 181 24 674

845-900 7 0 3 108 121 40 29 19 8 26 155 22 538

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 20 4 2 595 1256 121 68 32 15 71 548 58 2790

715-815 34 8 3 551 1209 162 77 37 15 101 635 67 2899

730-830 33 10 4 525 1073 197 99 40 17 137 705 69 2909

745-845 38 10 5 503 944 201 119 50 21 150 733 77 2851

800-900 41 9 8 490 784 200 128 54 28 147 727 85 2701

AM PEAK HOUR

730-830 525

33 10 4 1073

197

69

OCEAN BOULEVARD 705 17 40 99

137

GOLDEN SHORE STREET

Page 447: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S GOLDEN SHORE STREET

E/W OCEAN BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 2 0 0 83 89 23 22 21 6 11 123 5 385

1115-1130 5 1 0 107 121 19 36 29 6 10 112 7 453

1130-1145 3 0 3 87 135 19 18 36 8 14 131 10 464

1145-1200 1 0 1 117 107 25 37 26 7 37 136 8 502

1200-1215 1 0 4 121 124 30 31 43 9 15 109 14 501

1215-1230 2 2 3 109 127 28 51 47 14 14 128 7 532

1230-1245 10 2 3 129 139 32 31 43 11 15 105 7 527

1245-100 16 2 1 83 141 30 39 33 18 15 124 7 509

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 11 1 4 394 452 86 113 112 27 72 502 30 1804

1115-1215 10 1 8 432 487 93 122 134 30 76 488 39 1920

1130-1230 7 2 11 434 493 102 137 152 38 80 504 39 1999

1145-1245 14 4 11 476 497 115 150 159 41 81 478 36 2062

1200-100 29 6 11 442 531 120 152 166 52 59 466 35 2069

MD PEAK HOUR

1200-100 442

29 6 11 531

120

35

OCEAN BOULEVARD 466 52 166 152

59

GOLDEN SHORE STREET

Page 448: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S GOLDEN SHORE STREET

E/W OCEAN BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 4 2 1 126 176 17 34 66 20 10 299 20 775

415-430 14 0 3 103 136 17 29 50 24 6 303 21 706

430-445 15 0 1 141 179 19 40 91 29 10 336 25 886

445-500 9 1 2 140 221 28 34 75 21 14 366 36 947

500-515 7 0 4 131 199 11 51 173 37 22 365 19 1019

515-530 9 0 2 141 178 15 38 121 32 10 321 13 880

530-545 8 0 5 106 182 15 22 103 31 8 316 19 815

545-600 5 1 2 74 129 11 16 62 21 7 314 14 656

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 42 3 7 510 712 81 137 282 94 40 1304 102 3314

415-515 45 1 10 515 735 75 154 389 111 52 1370 101 3558

430-530 40 1 9 553 777 73 163 460 119 56 1388 93 3732

445-545 33 1 13 518 780 69 145 472 121 54 1368 87 3661

500-600 29 1 13 452 688 52 127 459 121 47 1316 65 3370

PM PEAK HOUR

430-530 553

40 1 9 777

73

93

OCEAN BOULEVARD 1388 119 460 163

56

GOLDEN SHORE STREET

Page 449: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W 3RD STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 7 86 0 10 230 35 0 14 11 0 0 0 393

715-730 23 116 0 13 283 46 0 12 4 0 0 0 497

730-745 24 115 0 14 269 58 0 11 14 0 0 0 505

745-800 21 116 0 10 277 58 0 14 13 0 0 0 509

800-815 33 148 0 20 250 88 0 22 22 0 0 0 583

815-830 25 119 0 23 241 60 0 34 24 0 0 0 526

830-845 22 64 0 22 181 25 0 23 19 0 0 0 356

845-900 27 76 0 22 167 27 0 38 24 0 0 0 381

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 75 433 0 47 1059 197 0 51 42 0 0 0 1904

715-815 101 495 0 57 1079 250 0 59 53 0 0 0 2094

730-830 103 498 0 67 1037 264 0 81 73 0 0 0 2123

745-845 101 447 0 75 949 231 0 93 78 0 0 0 1974

800-900 107 407 0 87 839 200 0 117 89 0 0 0 1846

AM PEAK HOUR

730-830 67

103 498 0 1037

264

0

3RD STREET 0 73 81 0

0

MAGNOLIA AVENUE

Page 450: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W 3RD STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 5 47 0 10 96 13 0 21 13 0 0 0 205

1115-1130 7 40 0 10 112 29 0 25 10 0 0 0 233

1130-1145 4 45 0 10 103 23 0 35 21 0 0 0 241

1145-1200 5 51 0 20 132 15 0 55 23 0 0 0 301

1200-1215 13 41 0 16 101 20 0 43 23 0 0 0 257

1215-1230 7 52 0 10 100 17 0 30 15 0 0 0 231

1230-1245 13 60 0 14 97 25 0 36 10 0 0 0 255

1245-100 9 73 0 9 82 29 0 25 14 0 0 0 241

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 21 183 0 50 443 80 0 136 67 0 0 0 980

1115-1215 29 177 0 56 448 87 0 158 77 0 0 0 1032

1130-1230 29 189 0 56 436 75 0 163 82 0 0 0 1030

1145-1245 38 204 0 60 430 77 0 164 71 0 0 0 1044

1200-100 42 226 0 49 380 91 0 134 62 0 0 0 984

MD PEAK HOUR

1145-1245 60

38 204 0 430

77

0

3RD STREET 0 71 164 0

0

MAGNOLIA AVENUE

Page 451: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W 3RD STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 6 39 0 12 98 16 0 60 30 0 0 0 261

415-430 10 40 0 14 118 11 0 55 27 0 0 0 275

430-445 8 45 0 26 121 6 0 85 27 0 0 0 318

445-500 2 56 0 24 133 23 0 83 18 0 0 0 339

500-515 2 43 0 10 180 16 0 77 29 0 0 0 357

515-530 0 53 0 20 142 18 0 69 13 0 0 0 315

530-545 3 31 0 18 146 14 0 55 13 0 0 0 280

545-600 12 52 0 12 117 16 0 32 8 0 0 0 249

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 26 180 0 76 470 56 0 283 102 0 0 0 1193

415-515 22 184 0 74 552 56 0 300 101 0 0 0 1289

430-530 12 197 0 80 576 63 0 314 87 0 0 0 1329

445-545 7 183 0 72 601 71 0 284 73 0 0 0 1291

500-600 17 179 0 60 585 64 0 233 63 0 0 0 1201

PM PEAK HOUR

430-530 80

12 197 0 576

63

0

3RD STREET 0 87 314 0

0

MAGNOLIA AVENUE

Page 452: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S MAINE STREET (North)

E/W 7TH STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 0 0 0 307 0 0 0 0 0 0 0 307

715-730 0 0 0 0 348 0 0 0 0 0 0 0 348

730-745 0 0 0 0 385 0 0 0 0 0 0 0 385

745-800 0 0 0 0 328 0 0 0 0 0 0 0 328

800-815 0 0 0 0 275 0 0 0 0 0 0 0 275

815-830 0 0 0 0 230 0 0 0 0 0 0 0 230

830-845 0 0 0 0 228 0 0 0 0 0 0 0 228

845-900 0 0 0 0 187 0 0 0 0 0 0 0 187

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 0 0 0 1368 0 0 0 0 0 0 0 1368

715-815 0 0 0 0 1336 0 0 0 0 0 0 0 1336

730-830 0 0 0 0 1218 0 0 0 0 0 0 0 1218

745-845 0 0 0 0 1061 0 0 0 0 0 0 0 1061

800-900 0 0 0 0 920 0 0 0 0 0 0 0 920

AM PEAK HOUR

700-800 0

0 0 0 1368

0

0

7TH STREET 0 0 0 0

0

MAINE STREET (North)

Page 453: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S MAINE STREET (North)

E/W 7TH STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 0 0 112 0 0 0 0 0 0 0 112

1115-1130 0 0 0 0 130 0 0 0 0 0 0 0 130

1130-1145 0 0 0 1 138 0 0 0 0 0 0 0 139

1145-1200 0 0 0 0 116 0 0 0 0 0 0 0 116

1200-1215 0 0 0 0 122 0 0 0 0 0 0 0 122

1215-1230 0 0 0 0 123 0 0 0 0 0 0 0 123

1230-1245 0 0 0 0 136 0 0 0 0 0 0 0 136

1245-100 0 0 0 0 144 0 0 0 0 0 0 0 144

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 0 0 1 496 0 0 0 0 0 0 0 497

1115-1215 0 0 0 1 506 0 0 0 0 0 0 0 507

1130-1230 0 0 0 1 499 0 0 0 0 0 0 0 500

1145-1245 0 0 0 0 497 0 0 0 0 0 0 0 497

1200-100 0 0 0 0 525 0 0 0 0 0 0 0 525

MD PEAK HOUR

1200-100 0

0 0 0 525

0

0

7TH STREET 0 0 0 0

0

MAINE STREET (North)

Page 454: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S MAINE STREET (North)

E/W 7TH STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 0 0 159 0 0 0 0 0 0 0 159

415-430 0 0 0 0 143 0 0 0 0 0 0 0 143

430-445 0 0 0 0 139 0 0 0 0 0 0 0 139

445-500 0 0 0 0 123 0 0 0 0 0 0 0 123

500-515 0 0 0 0 135 0 0 0 0 0 0 0 135

515-530 0 0 0 0 140 0 0 0 0 0 0 0 140

530-545 0 0 0 0 165 0 0 0 0 0 0 0 165

545-600 0 0 0 0 131 0 0 0 0 0 0 0 131

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 0 0 0 564 0 0 0 0 0 0 0 564

415-515 0 0 0 0 540 0 0 0 0 0 0 0 540

430-530 0 0 0 0 537 0 0 0 0 0 0 0 537

445-545 0 0 0 0 563 0 0 0 0 0 0 0 563

500-600 0 0 0 0 571 0 0 0 0 0 0 0 571

PM PEAK HOUR

500-600 0

0 0 0 571

0

0

7TH STREET 0 0 0 0

0

MAINE STREET (North)

Page 455: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S MAINE STREET (South)

E/W 7TH STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 0 0 0 10 1 0 0 0 0 0 0 11

715-730 0 0 0 0 14 1 0 0 2 0 0 0 17

730-745 0 0 0 0 21 2 0 0 3 0 0 0 26

745-800 0 0 0 0 44 5 0 0 1 0 0 0 50

800-815 0 0 0 0 38 4 0 0 1 0 0 0 43

815-830 0 0 0 0 27 4 0 0 1 0 0 0 32

830-845 0 0 0 0 13 2 0 0 0 0 0 0 15

845-900 0 0 0 0 12 1 0 0 0 0 0 0 13

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 0 0 0 89 9 0 0 6 0 0 0 104

715-815 0 0 0 0 117 12 0 0 7 0 0 0 136

730-830 0 0 0 0 130 15 0 0 6 0 0 0 151

745-845 0 0 0 0 122 15 0 0 3 0 0 0 140

800-900 0 0 0 0 90 11 0 0 2 0 0 0 103

AM PEAK HOUR

730-830 0

0 0 0 130

15

0

7TH STREET 0 6 0 0

0

MAINE STREET (South)

Page 456: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S MAINE STREET (South)

E/W 7TH STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 0 0 7 1 0 0 0 0 0 0 8

1115-1130 0 0 0 0 7 1 0 0 2 0 0 0 10

1130-1145 0 0 0 0 7 0 0 0 2 0 0 0 9

1145-1200 0 0 0 0 13 1 0 0 0 0 0 0 14

1200-1215 0 0 0 0 10 2 0 0 4 0 0 0 16

1215-1230 0 0 0 0 12 1 0 0 0 0 0 0 13

1230-1245 0 0 0 0 15 2 0 0 0 0 0 0 17

1245-100 0 0 0 0 9 2 0 0 1 0 0 0 12

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 0 0 0 34 3 0 0 4 0 0 0 41

1115-1215 0 0 0 0 37 4 0 0 8 0 0 0 49

1130-1230 0 0 0 0 42 4 0 0 6 0 0 0 52

1145-1245 0 0 0 0 50 6 0 0 4 0 0 0 60

1200-100 0 0 0 0 46 7 0 0 5 0 0 0 58

MD PEAK HOUR

1145-1245 0

0 0 0 50

6

0

7TH STREET 0 4 0 0

0

MAINE STREET (South)

Page 457: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY, JUNE 3, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S MAINE STREET (South)

E/W 7TH STREET

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 0 0 17 1 0 0 7 0 0 0 25

415-430 0 0 0 0 17 1 0 0 2 0 0 0 20

430-445 0 0 0 0 19 0 0 0 1 0 0 0 20

445-500 0 0 0 0 16 0 0 0 1 0 0 0 17

500-515 0 0 0 0 21 0 0 0 0 0 0 0 21

515-530 0 0 0 0 23 0 0 0 2 0 0 0 25

530-545 0 0 0 0 23 0 0 0 1 0 0 0 24

545-600 0 0 0 0 14 0 0 0 0 0 0 0 14

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 0 0 0 69 2 0 0 11 0 0 0 82

415-515 0 0 0 0 73 1 0 0 4 0 0 0 78

430-530 0 0 0 0 79 0 0 0 4 0 0 0 83

445-545 0 0 0 0 83 0 0 0 4 0 0 0 87

500-600 0 0 0 0 81 0 0 0 3 0 0 0 84

PM PEAK HOUR

445-545 0

0 0 0 83

0

0

7TH STREET 0 4 0 0

0

MAINE STREET (South)

Page 458: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W 41ST STREET

CITY: LOS ANGELES

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 7 110 4 0 28 5 20 223 3 0 47 13 460

715-730 11 125 5 0 23 7 36 274 22 9 89 22 623

730-745 8 138 3 0 21 9 28 291 6 4 65 21 594

745-800 7 157 7 6 20 4 39 333 2 4 73 18 670

800-815 14 133 5 0 18 6 20 381 3 8 47 26 661

815-830 11 135 4 3 21 6 15 380 4 3 65 12 659

830-845 14 138 8 1 24 7 12 322 6 7 27 15 581

845-900 6 133 6 3 18 5 17 327 11 6 26 17 575

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 33 530 19 6 92 25 123 1121 33 17 274 74 2347

715-815 40 553 20 6 82 26 123 1279 33 25 274 87 2548

730-830 40 563 19 9 80 25 102 1385 15 19 250 77 2584

745-845 46 563 24 10 83 23 86 1416 15 22 212 71 2571

800-900 45 539 23 7 81 24 64 1410 24 24 165 70 2476

AM PEAK HOUR

730-830 9

40 563 19 80

25

77

41ST STREET 250 15 1385 102

19

ALAMEDA STREET

Page 459: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W 41ST STREET

CITY: LOS ANGELES

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 12 154 15 3 13 6 6 151 2 7 18 9 396

1115-1130 16 146 13 3 15 5 9 168 9 8 35 6 433

1130-1145 10 175 14 0 15 6 11 192 5 6 20 11 465

1145-1200 8 147 8 2 18 6 13 184 9 10 39 8 452

1200-1215 11 163 17 1 26 8 7 211 3 7 29 13 496

1215-1230 4 151 9 2 21 3 7 177 6 9 18 8 415

1230-1245 8 141 7 0 21 10 8 141 5 10 25 9 385

1245-100 10 159 21 3 8 6 4 194 4 11 26 7 453

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 46 622 50 8 61 23 39 695 25 31 112 34 1746

1115-1215 45 631 52 6 74 25 40 755 26 31 123 38 1846

1130-1230 33 636 48 5 80 23 38 764 23 32 106 40 1828

1145-1245 31 602 41 5 86 27 35 713 23 36 111 38 1748

1200-100 33 614 54 6 76 27 26 723 18 37 98 37 1749

MD PEAK HOUR

1115-1215 6

45 631 52 74

25

38

41ST STREET 123 26 755 40

31

ALAMEDA STREET

Page 460: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W 41ST STREET

CITY: LOS ANGELES

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 16 142 17 5 20 12 18 246 7 10 58 19 570

415-430 13 127 10 1 35 12 11 214 2 11 41 15 492

430-445 10 149 20 0 53 20 13 217 4 4 46 16 552

445-500 11 169 24 2 37 13 15 209 4 13 42 14 553

500-515 14 182 13 1 53 8 12 201 7 3 41 14 549

515-530 11 153 13 4 55 10 14 218 5 12 72 13 580

530-545 11 197 6 3 49 10 21 270 7 17 59 12 662

545-600 11 150 13 1 31 4 10 227 1 8 36 5 497

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 50 587 71 8 145 57 57 886 17 38 187 64 2167

415-515 48 627 67 4 178 53 51 841 17 31 170 59 2146

430-530 46 653 70 7 198 51 54 845 20 32 201 57 2234

445-545 47 701 56 10 194 41 62 898 23 45 214 53 2344

500-600 47 682 45 9 188 32 57 916 20 40 208 44 2288

PM PEAK HOUR

445-545 10

47 701 56 194

41

53

41ST STREET 214 23 898 62

45

ALAMEDA STREET

Page 461: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREEET (EAST)

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 2 0 0 2 0 0 30 0 0 2 0 0 36

715-730 0 0 0 0 0 0 16 0 0 14 0 0 30

730-745 0 0 0 0 0 0 39 0 0 14 0 0 53

745-800 0 0 0 0 0 0 2 0 0 3 0 0 5

800-815 0 0 0 0 0 0 9 0 0 0 0 0 9

815-830 0 0 0 0 0 0 7 0 0 2 0 0 9

830-845 0 0 0 0 0 0 13 0 0 1 0 0 14

845-900 0 0 0 0 0 0 9 0 0 7 0 0 16

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 2 0 0 2 0 0 87 0 0 33 0 0 124

715-815 0 0 0 0 0 0 66 0 0 31 0 0 97

730-830 0 0 0 0 0 0 57 0 0 19 0 0 76

745-845 0 0 0 0 0 0 31 0 0 6 0 0 37

800-900 0 0 0 0 0 0 38 0 0 10 0 0 48

AM PEAK HOUR

700-800 2

2 0 0 0

0

0

GAGE AVENUE 0 0 0 87

33

ALAMEDA STREEET (EAST)

Page 462: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREEET (EAST)

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 0 0 0 0 11 0 0 3 0 0 14

1115-1130 1 0 0 0 0 0 11 0 0 1 0 0 13

1130-1145 0 0 0 0 0 0 9 0 0 1 0 0 10

1145-1200 0 0 0 0 0 0 4 0 0 3 0 0 7

1200-1215 0 0 0 0 0 0 8 0 0 9 0 0 17

1215-1230 0 0 0 1 0 0 8 0 0 7 0 0 16

1230-1245 0 0 0 0 0 0 18 0 0 11 0 0 29

1245-100 0 0 0 0 0 0 12 0 0 4 0 0 16

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 1 0 0 0 0 0 35 0 0 8 0 0 44

1115-1215 1 0 0 0 0 0 32 0 0 14 0 0 47

1130-1230 0 0 0 1 0 0 29 0 0 20 0 0 50

1145-1245 0 0 0 1 0 0 38 0 0 30 0 0 69

1200-100 0 0 0 1 0 0 46 0 0 31 0 0 78

MD PEAK HOUR

1200-100 1

0 0 0 0

0

0

GAGE AVENUE 0 0 0 46

31

ALAMEDA STREEET (EAST)

Page 463: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREEET (EAST)

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 0 0 0 0 15 0 0 3 0 0 18

415-430 0 0 0 0 0 0 8 0 0 5 0 0 13

430-445 0 0 0 0 0 0 12 0 0 6 0 0 18

445-500 0 0 0 0 0 0 11 0 0 3 0 0 14

500-515 0 0 0 0 0 0 14 0 0 4 0 0 18

515-530 0 0 0 0 0 0 9 0 0 4 0 0 13

530-545 0 0 0 0 0 0 9 0 0 1 0 0 10

545-600 0 0 0 0 0 0 5 0 0 7 0 0 12

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 0 0 0 0 0 46 0 0 17 0 0 63

415-515 0 0 0 0 0 0 45 0 0 18 0 0 63

430-530 0 0 0 0 0 0 46 0 0 17 0 0 63

445-545 0 0 0 0 0 0 43 0 0 12 0 0 55

500-600 0 0 0 0 0 0 37 0 0 16 0 0 53

PM PEAK HOUR

400-500 0

0 0 0 0

0

0

GAGE AVENUE 0 0 0 46

17

ALAMEDA STREEET (EAST)

Page 464: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 8 81 6 6 160 24 16 142 13 7 115 1 579

715-730 6 77 1 6 147 23 13 185 18 8 142 13 639

730-745 4 105 6 7 161 27 17 180 32 15 131 5 690

745-800 7 84 8 7 139 22 12 128 22 12 140 4 585

800-815 16 82 4 5 120 17 19 147 24 7 95 4 540

815-830 2 71 6 6 94 16 10 136 11 11 106 5 474

830-845 9 73 6 6 104 13 12 170 16 15 95 3 522

845-900 3 69 4 7 83 16 12 129 8 10 106 5 452

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 25 347 21 26 607 96 58 635 85 42 528 23 2493

715-815 33 348 19 25 567 89 61 640 96 42 508 26 2454

730-830 29 342 24 25 514 82 58 591 89 45 472 18 2289

745-845 34 310 24 24 457 68 53 581 73 45 436 16 2121

800-900 30 295 20 24 401 62 53 582 59 43 402 17 1988

AM PEAK HOUR

700-800 26

25 347 21 607

96

23

GAGE AVENUE 528 85 635 58

42

ALAMEDA STREET

Page 465: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 10 97 3 5 99 17 16 157 16 14 91 10 535

1115-1130 13 132 3 5 90 21 12 152 18 14 106 9 575

1130-1145 9 125 15 5 84 17 8 131 21 17 115 10 557

1145-1200 7 115 2 9 93 14 12 111 12 20 123 7 525

1200-1215 14 116 4 5 111 22 24 145 19 27 124 9 620

1215-1230 3 89 6 11 107 23 18 124 12 18 103 11 525

1230-1245 11 109 11 5 103 25 11 136 23 20 115 7 576

1245-100 9 103 5 7 119 16 14 141 17 18 113 11 573

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 39 469 23 24 366 69 48 551 67 65 435 36 2192

1115-1215 43 488 24 24 378 74 56 539 70 78 468 35 2277

1130-1230 33 445 27 30 395 76 62 511 64 82 465 37 2227

1145-1245 35 429 23 30 414 84 65 516 66 85 465 34 2246

1200-100 37 417 26 28 440 86 67 546 71 83 455 38 2294

MD PEAK HOUR

1200-100 28

37 417 26 440

86

38

GAGE AVENUE 455 71 546 67

83

ALAMEDA STREET

Page 466: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET (WEST)

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 11 144 3 7 98 24 20 145 25 27 178 14 696

415-430 9 181 3 5 134 39 16 135 15 23 185 9 754

430-445 11 142 2 11 121 24 23 127 18 19 189 5 692

445-500 8 130 4 5 146 39 17 134 31 20 227 7 768

500-515 17 187 11 5 152 40 19 167 25 20 202 12 857

515-530 9 148 4 6 121 21 16 122 22 20 194 8 691

530-545 10 169 6 5 137 42 19 120 17 14 210 6 755

545-600 17 170 6 5 125 24 21 110 12 23 164 9 686

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 39 597 12 28 499 126 76 541 89 89 779 35 2910

415-515 45 640 20 26 553 142 75 563 89 82 803 33 3071

430-530 45 607 21 27 540 124 75 550 96 79 812 32 3008

445-545 44 634 25 21 556 142 71 543 95 74 833 33 3071

500-600 53 674 27 21 535 127 75 519 76 77 770 35 2989

PM PEAK HOUR

415-515 26

45 640 20 553

142

33

GAGE AVENUE 803 89 563 75

82

ALAMEDA STREET

Page 467: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 11, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S SANTA FE AVENUE

E/W 223RD STREET/ WARDLOW

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 74 78 26 96 83 39 11 94 95 28 35 15 674

715-730 98 115 28 96 87 41 45 124 94 37 39 25 829

730-745 108 115 45 130 77 41 25 136 119 59 42 26 923

745-800 85 118 34 144 95 56 36 131 99 50 53 33 934

800-815 81 108 39 105 75 53 29 126 97 34 50 35 832

815-830 69 117 37 122 66 47 30 112 86 33 40 19 778

830-845 58 94 22 88 38 35 36 90 86 37 31 16 631

845-900 66 98 28 84 45 34 24 95 75 36 32 17 634

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 365 426 133 466 342 177 117 485 407 174 169 99 3360

715-815 372 456 146 475 334 191 135 517 409 180 184 119 3518

730-830 343 458 155 501 313 197 120 505 401 176 185 113 3467

745-845 293 437 132 459 274 191 131 459 368 154 174 103 3175

800-900 274 417 126 399 224 169 119 423 344 140 153 87 2875

AM PEAK HOUR

715-815 475

372 456 146 334

191

119

223RD STREET/ WARDLOW 184 409 517 135

180

SANTA FE AVENUE

Page 468: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 11, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W 223RD STREET/ WARDLOW

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 73 77 41 38 39 41 27 61 62 29 28 16 532

1115-1130 90 82 37 45 37 34 31 71 60 31 34 20 572

1130-1145 105 109 64 62 32 26 27 72 50 39 45 19 650

1145-1200 92 100 53 60 52 45 39 80 56 31 35 21 664

1200-1215 117 103 57 61 45 29 17 99 56 28 39 22 673

1215-1230 88 120 40 76 49 50 36 95 44 38 29 28 693

1230-1245 82 88 63 85 41 43 38 100 69 43 28 21 701

1245-100 76 94 41 80 37 38 27 111 48 23 30 25 630

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 360 368 195 205 160 146 124 284 228 130 142 76 2418

1115-1215 404 394 211 228 166 134 114 322 222 129 153 82 2559

1130-1230 402 432 214 259 178 150 119 346 206 136 148 90 2680

1145-1245 379 411 213 282 187 167 130 374 225 140 131 92 2731

1200-100 363 405 201 302 172 160 118 405 217 132 126 96 2697

MD PEAK HOUR

1145-1245 282

379 411 213 187

167

92

223RD STREET/ WARDLOW 131 225 374 130

140

SANTA FE AVENUE

Page 469: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 11, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W 223RD STREET/ WARDLOW

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 194 144 80 50 66 45 50 109 97 63 118 26 1042

415-430 189 181 89 60 38 54 40 95 63 52 105 19 985

430-445 161 161 78 40 42 36 61 114 88 68 153 27 1029

445-500 199 195 90 49 54 46 36 110 63 53 123 19 1037

500-515 224 199 114 43 61 46 69 146 69 77 165 22 1235

515-530 215 207 108 67 58 49 33 70 62 43 123 12 1047

530-545 177 201 103 48 60 36 48 85 69 60 139 19 1045

545-600 132 160 58 46 55 48 43 95 54 53 119 23 886

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 743 681 337 199 200 181 187 428 311 236 499 91 4093

415-515 773 736 371 192 195 182 206 465 283 250 546 87 4286

430-530 799 762 390 199 215 177 199 440 282 241 564 80 4348

445-545 815 802 415 207 233 177 186 411 263 233 550 72 4364

500-600 748 767 383 204 234 179 193 396 254 233 546 76 4213

PM PEAK HOUR

445-545 207

815 802 415 233

177

72

223RD STREET/ WARDLOW 550 263 411 186

233

SANTA FE AVENUE

Page 470: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W WARDLOW ROAD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 5 4 13 2 101 6 9 3 27 12 82 10 274

715-730 8 5 13 7 133 18 26 1 40 16 100 19 386

730-745 11 8 12 11 133 23 25 4 49 26 131 11 444

745-800 14 6 12 5 147 29 21 5 43 17 142 10 451

800-815 2 6 9 7 131 20 15 3 35 10 110 4 352

815-830 6 4 16 7 90 23 18 4 28 19 120 4 339

830-845 3 5 10 9 72 25 16 2 22 12 117 1 294

845-900 4 3 7 8 65 16 23 3 20 15 115 4 283

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 38 23 50 25 514 76 81 13 159 71 455 50 1555

715-815 35 25 46 30 544 90 87 13 167 69 483 44 1633

730-830 33 24 49 30 501 95 79 16 155 72 503 29 1586

745-845 25 21 47 28 440 97 70 14 128 58 489 19 1436

800-900 15 18 42 31 358 84 72 12 105 56 462 13 1268

AM PEAK HOUR

715-815 30

35 25 46 544

90

44

WARDLOW ROAD 483 167 13 87

69

MAGNOLIA AVENUE

Page 471: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W WARDLOW ROAD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 4 2 13 4 58 26 22 4 17 7 106 11 274

1115-1130 7 2 5 6 78 26 23 4 21 6 108 5 291

1130-1145 5 2 12 9 65 27 15 1 23 7 108 13 287

1145-1200 2 0 5 15 71 23 22 7 17 14 101 8 285

1200-1215 2 2 11 13 72 17 20 2 13 14 138 15 319

1215-1230 3 3 5 17 99 22 25 4 22 9 101 4 314

1230-1245 3 3 3 10 84 17 14 3 16 11 107 6 277

1245-100 3 0 9 16 94 18 19 5 18 8 97 4 291

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 18 6 35 34 272 102 82 16 78 34 423 37 1137

1115-1215 16 6 33 43 286 93 80 14 74 41 455 41 1182

1130-1230 12 7 33 54 307 89 82 14 75 44 448 40 1205

1145-1245 10 8 24 55 326 79 81 16 68 48 447 33 1195

1200-100 11 8 28 56 349 74 78 14 69 42 443 29 1201

MD PEAK HOUR

1130-1230 54

12 7 33 307

89

40

WARDLOW ROAD 448 75 14 82

44

MAGNOLIA AVENUE

Page 472: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S MAGNOLIA AVENUE

E/W WARDLOW ROAD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 4 3 5 6 97 29 35 6 33 30 197 7 452

415-430 0 2 3 8 90 20 15 1 28 30 234 8 439

430-445 3 4 6 15 83 20 16 9 27 54 280 7 524

445-500 2 1 7 13 94 12 25 3 34 37 337 4 569

500-515 5 7 5 20 119 23 20 6 30 41 355 12 643

515-530 3 6 5 21 122 34 30 13 41 40 357 7 679

530-545 0 5 7 18 105 32 31 9 23 41 292 8 571

545-600 5 16 9 12 95 20 20 10 22 32 248 7 496

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 9 10 21 42 364 81 91 19 122 151 1048 26 1984

415-515 10 14 21 56 386 75 76 19 119 162 1206 31 2175

430-530 13 18 23 69 418 89 91 31 132 172 1329 30 2415

445-545 10 19 24 72 440 101 106 31 128 159 1341 31 2462

500-600 13 34 26 71 441 109 101 38 116 154 1252 34 2389

PM PEAK HOUR

445-545 72

10 19 24 440

101

31

WARDLOW ROAD 1341 128 31 106

159

MAGNOLIA AVENUE

Page 473: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S CHERRY AVENUE

E/W WARDLOW ROAD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 33 307 8 3 3 20 98 184 25 24 16 36 757

715-730 33 336 6 4 3 18 98 228 22 27 10 34 819

730-745 49 364 9 8 4 13 98 235 30 33 11 51 905

745-800 63 380 8 7 4 34 69 268 21 37 9 48 948

800-815 49 341 16 8 5 17 85 227 30 20 10 33 841

815-830 30 279 12 8 4 24 68 231 28 23 8 33 748

830-845 20 289 11 8 4 23 55 224 35 31 13 48 761

845-900 20 287 9 2 8 25 68 226 39 38 5 40 767

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 178 1387 31 22 14 85 363 915 98 121 46 169 3429

715-815 194 1421 39 27 16 82 350 958 103 117 40 166 3513

730-830 191 1364 45 31 17 88 320 961 109 113 38 165 3442

745-845 162 1289 47 31 17 98 277 950 114 111 40 162 3298

800-900 119 1196 48 26 21 89 276 908 132 112 36 154 3117

AM PEAK HOUR

715-815 27

194 1421 39 16

82

166

WARDLOW ROAD 40 103 958 350

117

CHERRY AVENUE

Page 474: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S CHERRY AVENUE

E/W WARDLOW ROAD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 22 226 9 16 24 71 37 258 34 23 17 33 770

1115-1130 28 251 16 11 25 83 27 265 32 21 21 35 815

1130-1145 29 260 13 10 28 57 47 252 34 30 17 38 815

1145-1200 38 276 13 12 18 54 49 266 41 33 17 45 862

1200-1215 37 262 12 9 17 46 64 282 40 25 28 51 873

1215-1230 32 242 10 5 23 50 51 260 36 28 27 30 794

1230-1245 36 269 11 7 10 39 59 269 52 34 18 51 855

1245-100 27 232 11 5 11 47 49 252 36 28 13 43 754

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 117 1013 51 49 95 265 160 1041 141 107 72 151 3262

1115-1215 132 1049 54 42 88 240 187 1065 147 109 83 169 3365

1130-1230 136 1040 48 36 86 207 211 1060 151 116 89 164 3344

1145-1245 143 1049 46 33 68 189 223 1077 169 120 90 177 3384

1200-100 132 1005 44 26 61 182 223 1063 164 115 86 175 3276

MD PEAK HOUR

1145-1245 33

143 1049 46 68

189

177

WARDLOW ROAD 90 169 1077 223

120

CHERRY AVENUE

Page 475: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S CHERRY AVENUE

E/W WARDLOW ROAD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 38 307 7 10 11 96 20 264 30 43 24 99 949

415-430 37 302 5 12 12 111 20 296 30 41 10 79 955

430-445 52 314 16 29 50 186 22 259 17 27 7 97 1076

445-500 55 318 15 22 11 102 32 292 36 34 9 116 1042

500-515 46 303 7 17 8 99 18 277 19 43 7 100 944

515-530 32 345 6 10 3 54 18 234 18 31 7 99 857

530-545 45 307 9 15 6 67 14 264 27 41 10 109 914

545-600 37 278 7 10 7 53 10 253 24 35 4 89 807

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 182 1241 43 73 84 495 94 1111 113 145 50 391 4022

415-515 190 1237 43 80 81 498 92 1124 102 145 33 392 4017

430-530 185 1280 44 78 72 441 90 1062 90 135 30 412 3919

445-545 178 1273 37 64 28 322 82 1067 100 149 33 424 3757

500-600 160 1233 29 52 24 273 60 1028 88 150 28 397 3522

PM PEAK HOUR

400-500 73

182 1241 43 84

495

391

WARDLOW ROAD 50 113 1111 94

145

CHERRY AVENUE

Page 476: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S PACIFIC BOULEVARD

E/W FLORENCE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 12 46 9 17 215 16 18 131 57 14 123 19 677

715-730 20 59 8 19 205 39 21 133 63 12 114 17 710

730-745 14 56 6 14 234 16 20 121 57 6 133 10 687

745-800 10 48 14 26 218 20 10 121 52 9 118 18 664

800-815 20 57 13 12 161 22 18 85 49 10 128 12 587

815-830 11 29 12 10 169 16 10 89 44 12 110 16 528

830-845 10 43 10 17 141 14 15 57 27 11 107 10 462

845-900 13 36 12 16 163 13 21 70 37 14 131 12 538

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 56 209 37 76 872 91 69 506 229 41 488 64 2738

715-815 64 220 41 71 818 97 69 460 221 37 493 57 2648

730-830 55 190 45 62 782 74 58 416 202 37 489 56 2466

745-845 51 177 49 65 689 72 53 352 172 42 463 56 2241

800-900 54 165 47 55 634 65 64 301 157 47 476 50 2115

AM PEAK HOUR

700-800 76

56 209 37 872

91

64

FLORENCE AVENUE 488 229 506 69

41

PACIFIC BOULEVARD

Page 477: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S PACIFIC BOULEVARD

E/W FLORENCE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 28 55 22 27 166 33 29 74 45 18 135 25 657

1115-1130 37 74 22 29 149 25 24 89 38 27 146 22 682

1130-1145 37 70 35 32 144 28 20 72 44 18 114 21 635

1145-1200 28 72 23 40 164 23 20 74 44 25 135 24 672

1200-1215 32 86 27 32 184 38 14 99 47 29 129 39 756

1215-1230 20 64 24 20 147 29 23 80 39 25 123 20 614

1230-1245 31 60 27 30 163 39 22 97 44 27 134 25 699

1245-100 31 99 33 29 135 40 14 71 32 33 113 30 660

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 130 271 102 128 623 109 93 309 171 88 530 92 2646

1115-1215 134 302 107 133 641 114 78 334 173 99 524 106 2745

1130-1230 117 292 109 124 639 118 77 325 174 97 501 104 2677

1145-1245 111 282 101 122 658 129 79 350 174 106 521 108 2741

1200-100 114 309 111 111 629 146 73 347 162 114 499 114 2729

MD PEAK HOUR

1115-1215 133

134 302 107 641

114

106

FLORENCE AVENUE 524 173 334 78

99

PACIFIC BOULEVARD

Page 478: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S PACIFIC BOULEVARD

E/W FLORENCE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 18 64 8 22 173 38 11 73 25 21 195 24 672

415-430 29 89 29 29 204 50 17 95 37 40 199 24 842

430-445 28 118 20 28 166 40 15 74 28 31 164 20 732

445-500 31 88 30 20 154 49 17 77 44 37 172 31 750

500-515 27 88 30 30 202 39 21 95 33 43 214 18 840

515-530 37 96 34 25 169 38 17 63 31 22 170 22 724

530-545 22 95 21 28 151 43 13 74 34 36 191 21 729

545-600 27 91 21 30 158 38 14 99 48 22 150 30 728

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 106 359 87 99 697 177 60 319 134 129 730 99 2996

415-515 115 383 109 107 726 178 70 341 142 151 749 93 3164

430-530 123 390 114 103 691 166 70 309 136 133 720 91 3046

445-545 117 367 115 103 676 169 68 309 142 138 747 92 3043

500-600 113 370 106 113 680 158 65 331 146 123 725 91 3021

PM PEAK HOUR

415-515 107

115 383 109 726

178

93

FLORENCE AVENUE 749 142 341 70

151

PACIFIC BOULEVARD

Page 479: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S COMPTON AVENUE

E/W FIRESTONE BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 15 67 16 37 242 6 7 93 27 9 171 30 720

715-730 27 105 31 37 267 11 10 87 20 16 151 36 798

730-745 28 59 24 37 225 7 19 98 25 14 193 30 759

745-800 20 53 20 40 219 9 13 56 14 12 129 21 606

800-815 26 39 10 24 215 15 7 65 13 6 145 27 592

815-830 19 31 18 33 208 4 12 57 15 11 179 23 610

830-845 19 37 13 35 176 9 6 40 22 9 147 24 537

845-900 25 31 23 30 161 8 8 57 20 7 150 24 544

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 90 284 91 151 953 33 49 334 86 51 644 117 2883

715-815 101 256 85 138 926 42 49 306 72 48 618 114 2755

730-830 93 182 72 134 867 35 51 276 67 43 646 101 2567

745-845 84 160 61 132 818 37 38 218 64 38 600 95 2345

800-900 89 138 64 122 760 36 33 219 70 33 621 98 2283

AM PEAK HOUR

700-800 151

90 284 91 953

33

117

FIRESTONE BOULEVARD 644 86 334 49

51

COMPTON AVENUE

Page 480: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S COMPTON AVENUE

E/W FIRESTONE BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 25 41 24 34 148 11 15 42 14 18 145 26 543

1115-1130 34 29 21 23 149 15 5 44 14 11 155 22 522

1130-1145 22 45 17 33 125 2 10 52 24 22 186 23 561

1145-1200 31 48 23 23 142 7 10 35 12 12 164 23 530

1200-1215 22 35 19 30 148 10 6 34 19 18 146 26 513

1215-1230 25 49 17 28 153 14 12 50 10 8 181 27 574

1230-1245 20 36 25 32 164 5 6 24 13 8 136 24 493

1245-100 20 52 17 22 134 12 6 55 15 16 136 27 512

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 112 163 85 113 564 35 40 173 64 63 650 94 2156

1115-1215 109 157 80 109 564 34 31 165 69 63 651 94 2126

1130-1230 100 177 76 114 568 33 38 171 65 60 677 99 2178

1145-1245 98 168 84 113 607 36 34 143 54 46 627 100 2110

1200-100 87 172 78 112 599 41 30 163 57 50 599 104 2092

MD PEAK HOUR

1130-1230 114

100 177 76 568

33

99

FIRESTONE BOULEVARD 677 65 171 38

60

COMPTON AVENUE

Page 481: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S COMPTON AVENUE

E/W FIRESTONE BOULEVARD

CITY: LONG BEACH

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 43 65 30 46 206 13 11 61 25 29 276 30 835

415-430 38 79 25 29 190 28 8 71 12 22 262 35 799

430-445 31 57 20 28 195 12 12 57 14 19 284 33 762

445-500 31 66 29 34 186 15 9 77 11 21 347 39 865

500-515 40 89 29 40 208 10 11 77 22 24 335 27 912

515-530 44 87 35 30 188 12 16 66 16 19 357 38 908

530-545 53 99 28 27 195 14 6 46 13 15 280 24 800

545-600 45 81 33 30 175 13 13 64 11 16 278 24 783

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 143 267 104 137 777 68 40 266 62 91 1169 137 3261

415-515 140 291 103 131 779 65 40 282 59 86 1228 134 3338

430-530 146 299 113 132 777 49 48 277 63 83 1323 137 3447

445-545 168 341 121 131 777 51 42 266 62 79 1319 128 3485

500-600 182 356 125 127 766 49 46 253 62 74 1250 113 3403

PM PEAK HOUR

445-545 131

168 341 121 777

51

128

FIRESTONE BOULEVARD 1319 62 266 42

79

COMPTON AVENUE

Page 482: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S SANTA FE AVENUE

E/W SLAUSON AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 22 98 14 11 204 22 15 249 22 6 187 50 900

715-730 28 63 4 14 198 34 25 256 25 9 219 50 925

730-745 22 65 8 19 199 26 20 253 28 9 200 53 902

745-800 30 86 11 17 200 21 13 274 29 8 199 54 942

800-815 21 85 12 19 157 19 15 238 24 14 175 32 811

815-830 23 83 12 16 173 11 19 187 28 15 141 35 743

830-845 23 71 17 20 163 23 15 176 17 10 153 45 733

845-900 15 84 19 18 141 24 21 169 20 7 162 28 708

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 102 312 37 61 801 103 73 1032 104 32 805 207 3669

715-815 101 299 35 69 754 100 73 1021 106 40 793 189 3580

730-830 96 319 43 71 729 77 67 952 109 46 715 174 3398

745-845 97 325 52 72 693 74 62 875 98 47 668 166 3229

800-900 82 323 60 73 634 77 70 770 89 46 631 140 2995

AM PEAK HOUR

700-800 61

102 312 37 801

103

207

SLAUSON AVENUE 805 104 1032 73

32

SANTA FE AVENUE

Page 483: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W SLAUSON AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 21 109 21 24 145 26 17 99 18 24 179 27 710

1115-1130 28 97 24 19 142 20 19 92 31 16 156 29 673

1130-1145 25 117 27 27 125 21 21 110 27 14 166 29 709

1145-1200 27 104 20 21 138 26 23 93 22 3 167 36 680

1200-1215 42 112 33 12 150 35 15 115 23 23 170 37 767

1215-1230 31 119 32 23 180 32 31 139 23 16 170 47 843

1230-1245 28 127 35 24 158 25 33 113 24 17 148 19 751

1245-100 29 137 24 23 172 21 25 108 26 25 185 26 801

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 101 427 92 91 550 93 80 394 98 57 668 121 2772

1115-1215 122 430 104 79 555 102 78 410 103 56 659 131 2829

1130-1230 125 452 112 83 593 114 90 457 95 56 673 149 2999

1145-1245 128 462 120 80 626 118 102 460 92 59 655 139 3041

1200-100 130 495 124 82 660 113 104 475 96 81 673 129 3162

MD PEAK HOUR

1200-100 82

130 495 124 660

113

129

SLAUSON AVENUE 673 96 475 104

81

SANTA FE AVENUE

Page 484: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W SLAUSON AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 37 232 25 5 230 34 26 135 20 20 236 46 1046

415-430 34 210 18 6 231 36 15 132 12 30 238 33 995

430-445 23 221 17 9 206 41 25 124 23 27 274 50 1040

445-500 35 225 20 6 225 29 29 143 24 27 222 35 1020

500-515 40 236 11 11 232 45 23 120 18 34 216 40 1026

515-530 29 227 20 3 253 31 11 127 19 23 215 36 994

530-545 23 231 19 8 253 33 24 130 23 38 286 44 1112

545-600 35 224 23 9 227 29 18 101 14 31 210 32 953

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 129 888 80 26 892 140 95 534 79 104 970 164 4101

415-515 132 892 66 32 894 151 92 519 77 118 950 158 4081

430-530 127 909 68 29 916 146 88 514 84 111 927 161 4080

445-545 127 919 70 28 963 138 87 520 84 122 939 155 4152

500-600 127 918 73 31 965 138 76 478 74 126 927 152 4085

PM PEAK HOUR

445-545 28

127 919 70 963

138

155

SLAUSON AVENUE 939 84 520 87

122

SANTA FE AVENUE

Page 485: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S PACIFIC BOULEVARD

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 10 44 5 15 165 9 17 185 8 10 265 8 741

715-730 6 52 5 25 200 17 14 180 6 1 151 5 662

730-745 14 43 5 15 179 6 13 195 6 3 133 8 620

745-800 4 44 6 13 134 9 16 177 12 5 160 4 584

800-815 5 63 6 13 125 7 10 144 6 5 152 10 546

815-830 7 44 6 18 108 5 8 119 9 9 128 5 466

830-845 10 61 7 12 100 6 10 113 7 7 124 3 460

845-900 8 49 8 9 93 15 5 125 2 5 135 5 459

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 34 183 21 68 678 41 60 737 32 19 709 25 2607

715-815 29 202 22 66 638 39 53 696 30 14 596 27 2412

730-830 30 194 23 59 546 27 47 635 33 22 573 27 2216

745-845 26 212 25 56 467 27 44 553 34 26 564 22 2056

800-900 30 217 27 52 426 33 33 501 24 26 539 23 1931

AM PEAK HOUR

700-800 68

34 183 21 678

41

25

GAGE AVENUE 709 32 737 60

19

PACIFIC BOULEVARD

Page 486: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S PACIFIC BOULEVARD

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 12 86 19 21 108 16 26 88 6 21 112 8 523

1115-1130 16 90 11 14 85 14 15 99 11 21 130 6 512

1130-1145 8 94 15 26 87 21 26 91 19 25 115 8 535

1145-1200 14 87 14 12 87 11 20 89 19 22 111 5 491

1200-1215 7 98 12 21 108 12 28 114 14 33 113 11 571

1215-1230 12 82 7 14 91 5 14 101 14 25 142 5 512

1230-1245 26 117 17 15 115 14 19 130 15 20 156 8 652

1245-100 13 112 15 15 101 16 19 113 14 24 129 8 579

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 50 357 59 73 367 62 87 367 55 89 468 27 2061

1115-1215 45 369 52 73 367 58 89 393 63 101 469 30 2109

1130-1230 41 361 48 73 373 49 88 395 66 105 481 29 2109

1145-1245 59 384 50 62 401 42 81 434 62 100 522 29 2226

1200-100 58 409 51 65 415 47 80 458 57 102 540 32 2314

MD PEAK HOUR

1200-100 65

58 409 51 415

47

32

GAGE AVENUE 540 57 458 80

102

PACIFIC BOULEVARD

Page 487: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S PACIFIC BOULEVARD

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 28 128 15 10 124 13 18 110 13 36 218 3 716

415-430 27 119 13 17 131 15 16 94 10 25 191 2 660

430-445 22 122 15 11 112 17 22 111 9 19 194 1 655

445-500 24 116 19 17 140 6 20 101 12 20 196 4 675

500-515 19 118 20 18 117 5 24 100 18 32 212 4 687

515-530 16 120 20 14 132 12 21 111 11 20 207 3 687

530-545 22 147 17 20 104 23 26 96 21 33 219 9 737

545-600 10 133 12 29 112 10 21 98 12 22 197 3 659

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 101 485 62 55 507 51 76 416 44 100 799 10 2706

415-515 92 475 67 63 500 43 82 406 49 96 793 11 2677

430-530 81 476 74 60 501 40 87 423 50 91 809 12 2704

445-545 81 501 76 69 493 46 91 408 62 105 834 20 2786

500-600 67 518 69 81 465 50 92 405 62 107 835 19 2770

PM PEAK HOUR

445-545 69

81 501 76 493

46

20

GAGE AVENUE 834 62 408 91

105

PACIFIC BOULEVARD

Page 488: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S SANTA FE AVENUE

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 22 105 26 27 169 22 14 261 28 4 150 27 855

715-730 23 143 15 19 209 20 18 281 31 6 145 33 943

730-745 21 102 22 11 152 20 18 265 32 10 129 27 809

745-800 20 118 24 11 128 19 21 237 29 16 159 34 816

800-815 25 83 20 11 105 15 23 195 32 16 97 22 644

815-830 11 83 11 16 105 13 17 195 31 16 98 21 617

830-845 23 95 10 7 90 13 13 195 22 8 92 24 592

845-900 11 68 15 6 57 5 18 171 18 11 107 28 515

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 86 468 87 68 658 81 71 1044 120 36 583 121 3423

715-815 89 446 81 52 594 74 80 978 124 48 530 116 3212

730-830 77 386 77 49 490 67 79 892 124 58 483 104 2886

745-845 79 379 65 45 428 60 74 822 114 56 446 101 2669

800-900 70 329 56 40 357 46 71 756 103 51 394 95 2368

AM PEAK HOUR

700-800 68

86 468 87 658

81

121

GAGE AVENUE 583 120 1044 71

36

SANTA FE AVENUE

Page 489: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 20 89 12 15 83 19 17 126 21 10 83 15 510

1115-1130 12 78 11 11 79 11 15 141 19 14 117 18 526

1130-1145 13 99 13 13 83 13 15 107 24 19 118 15 532

1145-1200 15 110 12 8 92 15 15 143 23 15 100 17 565

1200-1215 29 145 17 13 97 20 11 126 23 23 114 12 630

1215-1230 19 130 11 10 91 17 16 128 30 18 104 16 590

1230-1245 23 130 21 9 113 15 14 124 25 17 111 28 630

1245-100 13 149 21 10 109 18 14 137 31 24 103 17 646

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 60 376 48 47 337 58 62 517 87 58 418 65 2133

1115-1215 69 432 53 45 351 59 56 517 89 71 449 62 2253

1130-1230 76 484 53 44 363 65 57 504 100 75 436 60 2317

1145-1245 86 515 61 40 393 67 56 521 101 73 429 73 2415

1200-100 84 554 70 42 410 70 55 515 109 82 432 73 2496

MD PEAK HOUR

1200-100 42

84 554 70 410

70

73

GAGE AVENUE 432 109 515 55

82

SANTA FE AVENUE

Page 490: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W GAGE AVENUE

CITY: HUNTINGTON PARK

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 26 267 24 9 144 25 21 118 24 21 161 20 860

415-430 43 248 21 6 116 16 18 125 25 20 150 16 804

430-445 31 214 25 10 124 16 19 153 31 29 174 22 848

445-500 31 279 25 12 132 18 20 151 29 30 214 27 968

500-515 29 284 24 11 137 23 23 146 29 34 200 28 968

515-530 39 286 24 9 101 21 18 131 32 25 183 21 890

530-545 28 270 22 12 122 25 25 129 36 22 185 24 900

545-600 25 223 15 5 109 22 23 117 31 23 177 28 798

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 131 1008 95 37 516 75 78 547 109 100 699 85 3480

415-515 134 1025 95 39 509 73 80 575 114 113 738 93 3588

430-530 130 1063 98 42 494 78 80 581 121 118 771 98 3674

445-545 127 1119 95 44 492 87 86 557 126 111 782 100 3726

500-600 121 1063 85 37 469 91 89 523 128 104 745 101 3556

PM PEAK HOUR

445-545 44

127 1119 95 492

87

100

GAGE AVENUE 782 126 557 86

111

SANTA FE AVENUE

Page 491: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET

E/W RAMP TO 223RD STREET

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 173 22 28 0 35 43 70 0 0 0 0 371

715-730 0 236 33 20 0 49 42 91 0 0 0 0 471

730-745 0 219 35 28 0 35 51 102 0 0 0 0 470

745-800 0 249 42 38 0 40 45 136 0 0 0 0 550

800-815 0 194 23 32 0 36 51 108 0 0 0 0 444

815-830 0 179 19 32 0 23 30 77 0 0 0 0 360

830-845 0 174 19 25 0 25 50 84 0 0 0 0 377

845-900 0 186 25 12 0 31 51 99 0 0 0 0 404

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 877 132 114 0 159 181 399 0 0 0 0 1862

715-815 0 898 133 118 0 160 189 437 0 0 0 0 1935

730-830 0 841 119 130 0 134 177 423 0 0 0 0 1824

745-845 0 796 103 127 0 124 176 405 0 0 0 0 1731

800-900 0 733 86 101 0 115 182 368 0 0 0 0 1585

AM PEAK HOUR

715-815 118

0 898 133 0

160

0

RAMP TO 223RD STREET 0 0 437 189

0

ALAMEDA STREET

Page 492: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W RAMP TO 223RD STREET

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 127 17 17 0 28 75 119 0 0 0 0 383

1115-1130 0 132 21 15 0 34 69 101 0 0 0 0 372

1130-1145 0 142 20 20 0 28 65 100 0 0 0 0 375

1145-1200 0 134 32 24 0 21 69 110 0 0 0 0 390

1200-1215 0 112 28 15 0 24 75 124 0 0 0 0 378

1215-1230 0 119 19 18 0 39 52 105 0 0 0 0 352

1230-1245 0 138 20 20 0 36 70 92 0 0 0 0 376

1245-100 0 122 23 15 0 33 53 78 0 0 0 0 324

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 535 90 76 0 111 278 430 0 0 0 0 1520

1115-1215 0 520 101 74 0 107 278 435 0 0 0 0 1515

1130-1230 0 507 99 77 0 112 261 439 0 0 0 0 1495

1145-1245 0 503 99 77 0 120 266 431 0 0 0 0 1496

1200-100 0 491 90 68 0 132 250 399 0 0 0 0 1430

MD PEAK HOUR

1100-1200 76

0 535 90 0

111

0

RAMP TO 223RD STREET 0 0 430 278

0

ALAMEDA STREET

Page 493: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S ALAMEDA STREET

E/W RAMP TO 223RD STREET

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 219 39 40 0 34 67 178 0 0 0 0 577

415-430 0 233 38 31 0 22 89 201 0 0 0 0 614

430-445 0 262 30 40 0 28 107 270 0 0 0 0 737

445-500 0 255 48 56 0 40 117 289 0 0 0 0 805

500-515 0 251 31 35 0 30 88 258 0 0 0 0 693

515-530 0 242 43 35 0 21 82 201 0 0 0 0 624

530-545 0 263 34 37 0 17 63 177 0 0 0 0 591

545-600 0 215 33 26 0 15 32 149 0 0 0 0 470

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 969 155 167 0 124 380 938 0 0 0 0 2733

415-515 0 1001 147 162 0 120 401 1018 0 0 0 0 2849

430-530 0 1010 152 166 0 119 394 1018 0 0 0 0 2859

445-545 0 1011 156 163 0 108 350 925 0 0 0 0 2713

500-600 0 971 141 133 0 83 265 785 0 0 0 0 2378

PM PEAK HOUR

430-530 166

0 1010 152 0

119

0

RAMP TO 223RD STREET 0 0 1018 394

0

ALAMEDA STREET

Page 494: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S WILMINGTON AVENUE

E/W 223RD STREET

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 108 225 36 12 66 36 58 182 3 4 72 60 862

715-730 142 224 21 13 96 57 36 207 5 6 91 83 981

730-745 133 264 29 20 99 35 48 249 6 4 102 67 1056

745-800 123 225 20 21 105 47 82 241 4 0 109 70 1047

800-815 128 209 31 16 95 27 52 210 10 0 119 64 961

815-830 89 197 22 13 48 21 56 231 3 3 104 54 841

830-845 72 188 34 24 57 24 39 195 1 1 122 63 820

845-900 70 126 28 11 49 21 33 145 8 4 102 65 662

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 506 938 106 66 366 175 224 879 18 14 374 280 3946

715-815 526 922 101 70 395 166 218 907 25 10 421 284 4045

730-830 473 895 102 70 347 130 238 931 23 7 434 255 3905

745-845 412 819 107 74 305 119 229 877 18 4 454 251 3669

800-900 359 720 115 64 249 93 180 781 22 8 447 246 3284

AM PEAK HOUR

715-815 70

526 922 101 395

166

284

223RD STREET 421 25 907 218

10

WILMINGTON AVENUE

Page 495: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S WILMINGTON AVENUE

E/W 223RD STREET

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 60 115 29 40 47 18 26 178 12 3 70 36 634

1115-1130 85 155 60 51 90 35 52 198 5 3 78 46 858

1130-1145 60 103 31 21 52 29 23 193 6 5 93 67 683

1145-1200 60 119 41 35 60 25 23 206 8 4 96 65 742

1200-1215 52 127 21 21 40 27 29 188 11 4 129 83 732

1215-1230 69 128 41 28 66 35 22 204 8 5 125 86 817

1230-1245 87 131 18 16 44 29 60 207 11 0 125 65 793

1245-100 73 119 23 19 39 26 53 106 10 2 114 72 656

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 265 492 161 147 249 107 124 775 31 15 337 214 2917

1115-1215 257 504 153 128 242 116 127 785 30 16 396 261 3015

1130-1230 241 477 134 105 218 116 97 791 33 18 443 301 2974

1145-1245 268 505 121 100 210 116 134 805 38 13 475 299 3084

1200-100 281 505 103 84 189 117 164 705 40 11 493 306 2998

MD PEAK HOUR

1145-1245 100

268 505 121 210

116

299

223RD STREET 475 38 805 134

13

WILMINGTON AVENUE

Page 496: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S WILMINTON AVENUE

E/W 223RD STREET

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 94 147 50 24 67 35 105 254 5 3 179 90 1053

415-430 89 173 25 49 71 32 170 297 5 1 203 118 1233

430-445 83 144 30 69 81 44 115 273 4 2 238 80 1163

445-500 73 148 32 49 87 43 110 297 6 5 205 75 1130

500-515 122 176 24 36 63 44 125 326 13 3 235 95 1262

515-530 99 195 40 23 72 32 117 317 4 3 257 107 1266

530-545 112 132 29 30 56 30 114 325 12 2 229 110 1181

545-600 84 146 22 20 71 44 89 328 6 3 248 121 1182

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 339 612 137 191 306 154 500 1121 20 11 825 363 4579

415-515 367 641 111 203 302 163 520 1193 28 11 881 368 4788

430-530 377 663 126 177 303 163 467 1213 27 13 935 357 4821

445-545 406 651 125 138 278 149 466 1265 35 13 926 387 4839

500-600 417 649 115 109 262 150 445 1296 35 11 969 433 4891

PM PEAK HOUR

500-600 109

417 649 115 262

150

433

223RD STREET 969 35 1296 445

11

WILMINTON AVENUE

Page 497: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S ALAMEDA STREET RAMP

E/W 223RD STREET

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 0 0 0 0 124 48 49 0 20 12 113 0 366

715-730 0 0 0 0 131 51 48 0 25 11 123 0 389

730-745 0 0 0 0 167 54 59 0 22 18 144 0 464

745-800 0 0 0 0 131 47 59 0 38 22 168 0 465

800-815 0 0 0 0 110 54 42 0 22 18 149 0 395

815-830 0 0 0 0 81 25 36 0 14 22 124 0 302

830-845 0 0 0 0 70 39 52 0 17 18 117 0 313

845-900 0 0 0 0 46 27 49 0 7 11 100 0 240

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 0 0 0 0 553 200 215 0 105 63 548 0 1684

715-815 0 0 0 0 539 206 208 0 107 69 584 0 1713

730-830 0 0 0 0 489 180 196 0 96 80 585 0 1626

745-845 0 0 0 0 392 165 189 0 91 80 558 0 1475

800-900 0 0 0 0 307 145 179 0 60 69 490 0 1250

AM PEAK HOUR

715-815 0

0 0 0 539

206

0

223RD STREET 584 107 0 208

69

ALAMEDA STREET RAMP

Page 498: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S RAMP FROM ALAMEDA STREET

E/W 223RD STREET

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 0 0 0 0 82 36 67 0 21 9 76 0 291

1115-1130 0 0 0 0 57 36 79 0 18 15 109 0 314

1130-1145 0 0 0 0 40 23 56 0 22 15 111 0 267

1145-1200 0 0 0 0 63 32 84 0 17 16 109 0 321

1200-1215 0 0 0 0 54 30 78 0 26 20 132 0 340

1215-1230 0 0 0 0 65 37 58 0 20 10 120 0 310

1230-1245 0 0 0 0 70 38 76 0 11 16 146 0 357

1245-100 0 0 0 0 49 35 52 0 10 11 140 0 297

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 0 0 0 0 242 127 286 0 78 55 405 0 1193

1115-1215 0 0 0 0 214 121 297 0 83 66 461 0 1242

1130-1230 0 0 0 0 222 122 276 0 85 61 472 0 1238

1145-1245 0 0 0 0 252 137 296 0 74 62 507 0 1328

1200-100 0 0 0 0 238 140 264 0 67 57 538 0 1304

MD PEAK HOUR

1145-1245 0

0 0 0 252

137

0

223RD STREET 507 74 0 296

62

RAMP FROM ALAMEDA STREET

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: THURSDAY JUNE 19, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S RAMP FROM ALAMEDA STREET

E/W 223RD STREET

CITY: CARSON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 0 0 0 0 72 34 92 0 20 24 275 0 517

415-430 0 0 0 0 67 26 111 0 31 31 324 0 590

430-445 0 0 0 0 71 31 125 0 30 44 366 0 667

445-500 0 0 0 0 77 38 106 0 30 39 337 0 627

500-515 0 0 0 0 99 38 106 0 20 38 314 0 615

515-530 0 0 0 0 90 27 103 0 17 31 288 0 556

530-545 0 0 0 0 96 24 95 0 21 28 225 0 489

545-600 0 0 0 0 96 32 72 0 30 20 180 0 430

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 0 0 0 0 287 129 434 0 111 138 1302 0 2401

415-515 0 0 0 0 314 133 448 0 111 152 1341 0 2499

430-530 0 0 0 0 337 134 440 0 97 152 1305 0 2465

445-545 0 0 0 0 362 127 410 0 88 136 1164 0 2287

500-600 0 0 0 0 381 121 376 0 88 117 1007 0 2090

PM PEAK HOUR

415-515 0

0 0 0 314

133

0

223RD STREET 1341 111 0 448

152

RAMP FROM ALAMEDA STREET

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

5-LEG INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S GARFIELD AVENUE

E/W GAGE AVENUE/FOSTER BRIDGE BLVD

15 MIN COUNTS

SB GARFIELD AVENUE WB GAGE AVENUE NB GARFIELD AVENUE EB GAGE AVENUE

PERIOD A B C D E F G H I J K L M N O P TOTALS

700-715 24 79 5 6 34 133 21 2 1 27 147 12 18 10 118 21 658

715-730 17 67 3 9 44 126 22 0 2 25 179 19 27 27 148 28 743

730-745 18 124 9 7 46 109 26 3 2 17 153 13 27 23 149 29 755

745-800 14 102 3 12 38 100 23 6 1 19 156 5 14 14 104 28 639

800-815 17 75 5 10 30 66 21 4 2 22 123 14 16 10 77 18 510

815-830 13 96 7 14 44 98 33 0 0 15 104 8 10 13 75 13 543

830-845 18 71 6 6 23 72 39 0 1 14 107 10 16 11 92 10 496

845-900 16 85 3 8 24 62 23 4 1 6 90 15 15 13 74 12 451

HOUR TOTALS

SB GARFIELD AVENUE WB GAGE AVENUE NB GARFIELD AVENUE EB GAGE AVENUE

PERIOD A B C D E F G H I J K L M N O P TOTALS

700-800 73 372 20 34 162 468 92 11 6 88 635 49 86 74 519 106 2795

715-815 66 368 20 38 158 401 92 13 7 83 611 51 84 74 478 103 2647

730-830 62 397 24 43 158 373 103 13 5 73 536 40 67 60 405 88 2447

745-845 62 344 21 42 135 336 116 10 4 70 490 37 56 48 348 69 2188

800-900 64 327 21 38 121 298 116 8 4 57 424 47 57 47 318 53 2000

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

5-LEG INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W GAGE AVENUE/FOSTER BRIDGE BLVD

15 MIN COUNTS

SB GARFIELD AVENUE WB GAGE AVENUE NB GARFIELD AVENUE EB GAGE AVENUE

PERIOD A B C D E F G H I J K L M N O P TOTALS

1100-1115 23 96 11 16 27 69 26 3 1 22 86 15 18 16 52 13 494

1115-1130 21 84 10 10 28 93 27 1 0 20 62 25 22 13 61 10 487

1130-1145 21 86 5 13 21 55 37 3 1 29 71 15 20 13 66 17 473

1145-1200 20 106 10 6 15 92 24 6 1 15 74 15 14 18 78 18 512

1200-1215 27 108 14 14 19 87 30 3 4 15 68 19 14 14 54 5 495

1215-1230 22 121 10 14 22 95 31 4 5 18 78 18 14 19 85 13 569

1230-1245 31 125 17 9 29 108 32 0 4 21 105 14 19 20 78 17 629

1245-100 35 101 18 13 21 84 20 1 4 23 90 19 25 24 94 10 582

HOUR TOTALS

SB GARFIELD AVENUE WB GAGE AVENUE NB GARFIELD AVENUE EB GAGE AVENUE

PERIOD A B C D E F G H I J K L M N O P TOTALS

1100-1200 85 372 36 45 91 309 114 13 3 86 293 70 74 60 257 58 1966

1115-1215 89 384 39 43 83 327 118 13 6 79 275 74 70 58 259 50 1967

1130-1230 90 421 39 47 77 329 122 16 11 77 291 67 62 64 283 53 2049

1145-1245 100 460 51 43 85 382 117 13 14 69 325 66 61 71 295 53 2205

1200-100 115 455 59 50 91 374 113 8 17 77 341 70 72 77 311 45 2275

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

5-LEG INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: TUESDAY JUNE 24, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W GAGE AVENUE/FOSTER BRIDGE BLVD

15 MIN COUNTS

SB GARFIELD AVENUE WB GAGE AVENUE NB GARFIELD AVENUE EB GAGE AVENUE

PERIOD A B C D E F G H I J K L M N O P TOTALS

400-415 48 157 36 23 37 161 36 3 1 20 84 35 22 36 109 15 823

415-430 31 158 29 14 29 116 37 3 1 34 101 16 17 25 95 23 729

430-445 56 284 39 25 22 174 55 1 4 38 102 36 17 40 125 20 1038

445-500 28 106 31 21 22 149 26 2 2 33 117 38 16 32 106 24 753

500-515 53 225 33 27 23 138 26 1 2 40 103 24 28 50 106 15 894

515-530 70 242 42 25 20 208 45 3 2 39 79 20 31 36 128 19 1009

530-545 44 154 34 20 14 118 28 2 3 34 71 25 17 48 119 16 747

545-600 35 131 30 18 13 115 30 2 2 38 60 30 19 31 105 16 675

HOUR TOTALS

SB GARFIELD AVENUE WB GAGE AVENUE NB GARFIELD AVENUE EB GAGE AVENUE

PERIOD A B C D E F G H I J K L M N O P TOTALS

400-500 163 705 135 83 110 600 154 9 8 125 404 125 72 133 435 82 3343

415-500 168 773 132 87 96 577 144 7 9 145 423 114 78 147 432 82 3414

430-530 207 857 145 98 87 669 152 7 10 150 401 118 92 158 465 78 3694

445-545 195 727 140 93 79 613 125 8 9 146 370 107 92 166 459 74 3403

500-600 202 752 139 90 70 579 129 8 9 151 313 99 95 165 458 66 3325

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S SANTA FE AVENUE

E/W 37TH STREET

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 16 207 0 41 50 74 0 334 10 5 0 6 743

715-730 15 213 0 33 34 82 0 301 10 1 0 8 697

730-745 10 200 0 21 30 52 0 310 10 6 0 10 649

745-800 13 202 0 39 52 73 0 314 14 12 0 6 725

800-815 4 215 0 26 33 65 0 285 4 6 0 9 647

815-830 8 213 0 24 26 56 0 248 10 8 0 5 598

830-845 17 238 0 31 35 87 0 250 7 13 0 5 683

845-900 10 221 0 46 39 64 0 242 9 5 0 3 639

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 54 822 0 134 166 281 0 1259 44 24 0 30 2814

715-815 42 830 0 119 149 272 0 1210 38 25 0 33 2718

730-830 35 830 0 110 141 246 0 1157 38 32 0 30 2619

745-845 42 868 0 120 146 281 0 1097 35 39 0 25 2653

800-900 39 887 0 127 133 272 0 1025 30 32 0 22 2567

AM PEAK HOUR

700-800 134

54 822 0 166

281

30

37TH STREET 0 44 1259 0

24

SANTA FE AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W 37TH STREET

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 10 149 0 17 26 54 0 163 8 15 0 7 449

1115-1130 7 218 0 18 17 40 0 182 7 15 0 5 509

1130-1145 12 192 0 25 13 46 0 218 8 9 0 11 534

1145-1200 3 154 0 20 14 44 0 212 8 10 0 10 475

1200-1215 7 226 0 17 26 57 0 210 3 15 0 3 564

1215-1230 10 239 0 18 18 56 0 190 8 10 0 10 559

1230-1245 8 216 0 23 18 46 0 216 7 18 0 6 558

1245-100 16 239 0 21 28 65 0 200 5 8 0 8 590

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 32 713 0 80 70 184 0 775 31 49 0 33 1967

1115-1215 29 790 0 80 70 187 0 822 26 49 0 29 2082

1130-1230 32 811 0 80 71 203 0 830 27 44 0 34 2132

1145-1245 28 835 0 78 76 203 0 828 26 53 0 29 2156

1200-100 41 920 0 79 90 224 0 816 23 51 0 27 2271

MD PEAK HOUR

1200-100 79

41 920 0 90

224

27

37TH STREET 0 23 816 0

51

SANTA FE AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S SANTA FE AVENUE

E/W 37TH STREET

CITY: VERNON

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 15 214 0 29 25 73 0 267 4 42 0 13 682

415-430 13 252 0 22 31 54 0 267 3 38 0 10 690

430-445 8 235 0 20 20 41 0 260 7 40 0 10 641

445-500 7 234 0 21 20 46 0 265 3 30 0 13 639

500-515 9 321 0 31 26 52 0 286 6 45 0 24 800

515-530 17 331 0 28 33 90 0 297 1 25 0 12 834

530-545 15 353 0 41 45 95 0 258 7 25 0 13 852

545-600 8 323 0 25 29 56 0 245 7 25 0 5 723

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 43 935 0 92 96 214 0 1059 17 150 0 46 2652

415-515 37 1042 0 94 97 193 0 1078 19 153 0 57 2770

430-530 41 1121 0 100 99 229 0 1108 17 140 0 59 2914

445-545 48 1239 0 121 124 283 0 1106 17 125 0 62 3125

500-600 49 1328 0 125 133 293 0 1086 21 120 0 54 3209

PM PEAK HOUR

500-600 125

49 1328 0 133

293

54

37TH STREET 0 21 1086 0

120

SANTA FE AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S GARFIELD AVENUE

E/W WASHINGTON BOULEVARD

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-715 60 139 36 31 289 8 7 70 2 4 76 13 735

715-730 59 167 31 35 319 10 3 82 10 7 113 25 861

730-745 58 159 34 19 258 9 4 117 10 11 122 30 831

745-800 59 206 46 31 265 11 9 126 16 12 144 43 968

800-815 53 179 33 42 238 10 7 103 10 6 138 21 840

815-830 59 123 34 38 298 8 5 104 10 5 119 20 823

830-845 39 155 41 36 207 7 9 102 8 4 109 13 730

845-900 45 117 31 39 191 8 5 99 8 9 103 18 673

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

700-800 236 671 147 116 1131 38 23 395 38 34 455 111 3395

715-815 229 711 144 127 1080 40 23 428 46 36 517 119 3500

730-830 229 667 147 130 1059 38 25 450 46 34 523 114 3462

745-845 210 663 154 147 1008 36 30 435 44 27 510 97 3361

800-900 196 574 139 155 934 33 26 408 36 24 469 72 3066

AM PEAK HOUR

715-815 127

229 711 144 1080

40

119

WASHINGTON BOULEVARD 517 46 428 23

36

GARFIELD AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W WASHINGTON BOULEVARD

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1115 33 80 25 32 140 19 8 95 20 5 115 25 597

1115-1130 41 98 20 35 151 15 7 85 18 7 101 20 598

1130-1145 24 80 29 27 124 35 6 105 13 9 112 23 587

1145-1200 40 102 36 25 125 17 7 100 4 3 145 20 624

1200-1215 37 102 33 45 132 15 8 117 15 9 163 31 707

1215-1230 37 99 39 43 185 9 4 124 10 13 165 21 749

1230-1245 47 119 44 36 148 16 9 111 20 12 149 15 726

1245-100 32 100 44 34 129 12 4 112 18 10 147 22 664

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

1100-1200 138 360 110 119 540 86 28 385 55 24 473 88 2406

1115-1215 142 382 118 132 532 82 28 407 50 28 521 94 2516

1130-1230 138 383 137 140 566 76 25 446 42 34 585 95 2667

1145-1245 161 422 152 149 590 57 28 452 49 37 622 87 2806

1200-100 153 420 160 158 594 52 25 464 63 44 624 89 2846

MD PEAK HOUR

1200-100 158

153 420 160 594

52

89

WASHINGTON BOULEVARD 624 63 464 25

44

GARFIELD AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS CORPORATION

PROJECT: I-710 CORRIDOR EIR/EIS STUDY

DATE: WEDNESDAY JUNE 18, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S GARFIELD AVENUE

E/W WASHINGTON BOULEVARD

CITY: CITY OF COMMERCE

15 MIN COUNTS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-415 51 147 31 41 145 14 21 178 15 6 194 34 877

415-430 46 128 45 46 151 16 22 177 9 6 198 32 876

430-445 58 147 46 50 152 10 10 154 9 5 220 28 889

445-500 53 169 62 53 141 9 8 180 12 11 228 48 974

500-515 47 131 45 44 184 16 5 225 12 13 260 49 1031

515-530 48 161 67 35 156 4 9 186 5 3 244 34 952

530-545 45 125 55 45 133 9 5 182 10 4 245 37 895

545-600 29 109 43 55 120 17 7 161 7 2 190 35 775

HOUR TOTALS

1 2 3 4 5 6 7 8 9 10 11 12

PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL

400-500 208 591 184 190 589 49 61 689 45 28 840 142 3616

415-515 204 575 198 193 628 51 45 736 42 35 906 157 3770

430-530 206 608 220 182 633 39 32 745 38 32 952 159 3846

445-545 193 586 229 177 614 38 27 773 39 31 977 168 3852

500-600 169 526 210 179 593 46 26 754 34 22 939 155 3653

PM PEAK HOUR

445-545 177

193 586 229 614

38

168

WASHINGTON BOULEVARD 977 39 773 27

31

GARFIELD AVENUE

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY NOVEMBER 19, 2008

PERIOD: 7:00 AM TO 9:00 AM

INTERSECTION: N/S SUSANA ROAD

E/W DEL ALMO BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

700-715 40 2 1 0 1 44 2 0 0 0 0 2 32 3 0 1 2 38

715-730 71 2 2 0 3 78 4 0 0 0 1 5 29 1 0 0 2 32

730-745 142 3 5 0 14 164 4 1 0 0 0 5 37 4 0 0 0 41

745-800 174 3 4 0 8 189 8 2 0 0 0 10 39 3 0 0 4 46

800-815 154 5 1 0 18 178 10 0 0 0 1 11 34 8 0 1 4 47

815-830 118 7 6 0 18 149 11 1 1 0 1 14 30 0 0 0 4 34

830-845 93 8 7 0 17 125 1 0 0 0 0 1 44 1 1 0 0 46

845-900 82 9 4 0 20 115 2 1 0 0 0 3 36 0 0 1 2 39

HOUR TOTALS

700-800 427 10 12 0 26 475 18 3 0 0 1 22 137 11 0 1 8 157

715-815 541 13 12 0 43 609 26 3 0 0 2 31 139 16 0 1 10 166

730-830 588 18 16 0 58 680 33 4 1 0 2 40 140 15 0 1 12 168

745-845 539 23 18 0 61 641 30 3 1 0 2 36 147 12 1 1 12 173

800-900 447 29 18 0 73 567 24 2 1 0 2 29 144 9 1 2 10 166

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

700-715 45 2 2 0 1 50 354 3 1 0 2 360 3 2 1 1 0 7

715-730 45 0 2 0 1 48 369 4 1 0 2 376 5 0 0 0 1 6

730-745 53 0 1 0 0 54 323 4 1 0 1 329 4 0 0 0 0 4

745-800 46 0 1 0 0 47 377 6 5 0 1 389 6 0 0 0 0 6

800-815 40 0 0 1 0 41 310 4 3 1 1 319 9 0 0 0 0 9

815-830 46 0 0 0 0 46 290 8 4 0 0 302 3 0 0 0 0 3

830-845 49 0 0 0 0 49 286 3 10 0 6 305 9 0 0 0 0 9

845-900 33 0 1 0 2 36 233 0 7 0 5 245 2 0 0 0 0 2

HOUR TOTALS

700-800 189 2 6 0 2 199 1423 17 8 0 6 1454 18 2 1 1 1 23

715-815 184 0 4 1 1 190 1379 18 10 1 5 1413 24 0 0 0 1 25

730-830 185 0 2 1 0 188 1300 22 13 1 3 1339 22 0 0 0 0 22

745-845 181 0 1 1 0 183 1263 21 22 1 8 1315 27 0 0 0 0 27

800-900 168 0 1 1 2 172 1119 15 24 1 12 1171 23 0 0 0 0 23

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

700-715 3 0 0 0 0 3 0 0 0 0 0 0 3 0 0 0 0 3

715-730 3 0 0 0 0 3 0 1 0 0 0 1 2 0 0 0 0 2

730-745 3 1 0 0 0 4 1 1 0 0 0 2 2 1 0 0 0 3

745-800 1 1 0 0 0 2 2 3 0 0 0 5 3 1 0 0 0 4

800-815 5 0 0 0 0 5 4 0 0 0 0 4 5 0 0 0 0 5

815-830 4 0 0 0 0 4 6 1 0 0 1 8 9 2 1 0 0 12

830-845 8 0 0 0 1 9 3 0 0 0 0 3 2 1 0 0 0 3

845-900 10 0 0 1 0 11 1 0 0 0 0 1 2 1 0 0 0 3

HOUR TOTALS

700-800 10 2 0 0 0 12 3 5 0 0 0 8 10 2 0 0 0 12

715-815 12 2 0 0 0 14 7 5 0 0 0 12 12 2 0 0 0 14

730-830 13 2 0 0 0 15 13 5 0 0 1 19 19 4 1 0 0 24

745-845 18 1 0 0 1 20 15 4 0 0 1 20 19 4 1 0 0 24

800-900 27 0 0 1 1 29 14 1 0 0 1 16 18 4 1 0 0 23

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

700-715 3 0 0 0 0 3 114 1 2 1 4 122 12 1 4 0 2 19

715-730 2 1 0 0 0 3 113 3 3 0 15 134 16 1 6 0 3 26

730-745 2 0 0 0 0 2 130 10 2 0 11 153 17 1 4 0 10 32

745-800 13 1 0 0 0 14 131 0 2 0 11 144 26 3 6 0 8 43

800-815 4 1 0 0 0 5 138 5 2 0 10 155 18 2 5 0 7 32

815-830 7 1 1 0 0 9 121 9 4 2 10 146 8 1 5 0 9 23

830-845 6 1 0 0 0 7 121 0 4 0 7 132 15 2 5 0 9 31

845-900 2 0 0 0 0 2 106 4 4 0 18 132 14 3 3 0 10 30

HOUR TOTALS

700-800 20 2 0 0 0 22 488 14 9 1 41 553 71 6 20 0 23 120

715-815 21 3 0 0 0 24 512 18 9 0 47 586 77 7 21 0 28 133

730-830 26 3 1 0 0 30 520 24 10 2 42 598 69 7 20 0 34 130

745-845 30 4 1 0 0 35 511 14 12 2 38 577 67 8 21 0 33 129

800-900 19 3 1 0 0 23 486 18 14 2 45 565 55 8 18 0 35 116

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY NOVEMBER 19, 2008

PERIOD: 11:00 AM TO 1:00 PM

INTERSECTION: N/S SUSANA ROAD

E/W DEL ALMO BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

1100-1115 38 6 11 0 18 73 5 0 0 0 0 5 68 2 1 1 3 75

1115-1130 48 8 7 0 14 77 7 0 0 0 0 7 56 2 0 0 1 59

1130-1145 43 3 2 0 17 65 12 0 0 0 0 12 77 0 1 1 2 81

1145-1200 46 7 7 0 17 77 9 0 0 0 0 9 72 0 1 0 1 74

1200-1215 39 2 2 0 19 62 5 1 1 1 0 8 66 1 2 0 3 72

1215-1230 40 7 4 1 15 67 6 0 0 0 1 7 72 1 0 0 0 73

1230-1245 57 2 4 0 31 94 13 0 0 0 0 13 64 1 2 1 4 72

1245-100 44 6 6 1 18 75 6 2 0 0 1 9 63 1 0 0 1 65

HOUR TOTALS

1100-1200 175 24 27 0 66 292 33 0 0 0 0 33 273 4 3 2 7 289

1115-1215 176 20 18 0 67 281 33 1 1 1 0 36 271 3 4 1 7 286

1130-1230 168 19 15 1 68 271 32 1 1 1 1 36 287 2 4 1 6 300

1145-1245 182 18 17 1 82 300 33 1 1 1 1 37 274 3 5 1 8 291

1200-100 180 17 16 2 83 298 30 3 1 1 2 37 265 4 4 1 8 282

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

1100-1115 22 1 0 0 4 27 122 2 9 1 3 137 7 0 0 0 1 8

1115-1130 12 1 0 1 6 20 101 2 3 0 6 112 4 2 0 0 0 6

1130-1145 18 0 7 0 5 30 104 9 7 0 6 126 9 0 0 0 0 9

1145-1200 22 0 1 0 2 25 114 5 4 1 8 132 8 0 0 0 0 8

1200-1215 24 2 2 0 3 31 107 2 5 0 6 120 18 0 0 0 0 18

1215-1230 26 1 0 1 4 32 133 3 2 0 4 142 7 0 0 0 0 7

1230-1245 23 3 2 0 0 28 147 3 7 0 2 159 10 0 0 0 0 10

1245-100 35 2 6 0 2 45 140 4 5 1 0 150 7 0 0 0 0 7

HOUR TOTALS

1100-1200 74 2 8 1 17 102 441 18 23 2 23 507 28 2 0 0 1 31

1115-1215 76 3 10 1 16 106 426 18 19 1 26 490 39 2 0 0 0 41

1130-1230 90 3 10 1 14 118 458 19 18 1 24 520 42 0 0 0 0 42

1145-1245 95 6 5 1 9 116 501 13 18 1 20 553 43 0 0 0 0 43

1200-100 108 8 10 1 9 136 527 12 19 1 12 571 42 0 0 0 0 42

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

1100-1115 5 0 0 0 1 6 4 0 0 0 0 4 5 0 1 0 0 6

1115-1130 8 0 0 0 0 8 6 1 0 0 0 7 5 0 0 0 1 6

1130-1145 10 0 0 1 0 11 5 1 0 0 0 6 6 0 0 0 0 6

1145-1200 14 0 0 0 0 14 12 2 1 0 1 16 14 1 0 0 0 15

1200-1215 13 1 1 0 0 15 3 1 0 0 0 4 14 0 0 0 0 14

1215-1230 11 1 0 0 1 13 8 1 1 0 0 10 10 1 0 0 1 12

1230-1245 12 0 0 0 0 12 12 2 0 1 0 15 14 0 0 0 0 14

1245-100 9 0 0 0 0 9 6 0 0 0 1 7 14 0 1 0 0 15

HOUR TOTALS

1100-1200 37 0 0 1 1 39 27 4 1 0 1 33 30 1 1 0 1 33

1115-1215 45 1 1 1 0 48 26 5 1 0 1 33 39 1 0 0 1 41

1130-1230 48 2 1 1 1 53 28 5 2 0 1 36 44 2 0 0 1 47

1145-1245 50 2 1 0 1 54 35 6 2 1 1 45 52 2 0 0 1 55

1200-100 45 2 1 0 1 49 29 4 1 1 1 36 52 1 1 0 1 55

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

1100-1115 12 1 0 0 0 13 155 8 9 0 18 190 19 3 1 0 14 37

1115-1130 8 0 0 0 0 8 166 8 5 0 22 201 18 1 3 0 12 34

1130-1145 11 1 1 0 0 13 162 6 3 0 14 185 29 6 4 0 8 47

1145-1200 22 2 1 0 1 26 203 7 6 0 17 233 19 3 7 0 16 45

1200-1215 13 1 0 0 0 14 226 4 3 0 15 248 18 3 4 1 9 35

1215-1230 11 1 0 0 0 12 186 8 7 0 20 221 22 3 1 0 12 38

1230-1245 16 0 0 0 0 16 172 9 7 1 16 205 18 4 2 0 10 34

1245-100 4 0 1 0 0 5 158 4 8 1 12 183 22 13 4 1 9 49

HOUR TOTALS

1100-1200 53 4 2 0 1 60 686 29 23 0 71 809 85 13 15 0 50 163

1115-1215 54 4 2 0 1 61 757 25 17 0 68 867 84 13 18 1 45 161

1130-1230 57 5 2 0 1 65 777 25 19 0 66 887 88 15 16 1 45 165

1145-1245 62 4 1 0 1 68 787 28 23 1 68 907 77 13 14 1 47 152

1200-100 44 2 1 0 0 47 742 25 25 2 63 857 80 23 11 2 40 156

Page 511: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

INTERSECTION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS

DATE: WEDNESDAY NOVEMBER 19, 2008

PERIOD: 4:00 PM TO 6:00 PM

INTERSECTION: N/S SUSANA ROAD

E/W DEL ALMO BOULEVARD

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

400-415 111 3 2 0 16 132 6 0 1 0 0 7 114 0 0 0 0 114

415-430 105 7 6 1 12 131 2 0 0 0 0 2 116 0 0 0 0 116

430-445 73 4 7 2 6 92 3 0 0 0 0 3 110 0 0 0 0 110

445-500 60 7 5 1 18 91 5 0 0 0 0 5 100 3 0 0 4 107

500-515 71 1 1 0 7 80 4 0 0 0 0 4 122 1 0 2 1 126

515-530 52 0 6 0 15 73 4 0 0 0 0 4 110 1 1 0 0 112

530-545 53 6 4 0 4 67 3 0 0 0 0 3 99 1 0 0 2 102

545-600 56 1 0 0 7 64 3 0 0 0 0 3 75 0 0 0 0 75

HOUR TOTALS

400-500 349 21 20 4 52 446 16 0 1 0 0 17 440 3 0 0 4 447

415-515 309 19 19 4 43 394 14 0 0 0 0 14 448 4 0 2 5 459

430-530 256 12 19 3 46 336 16 0 0 0 0 16 442 5 1 2 5 455

445-545 236 14 16 1 44 311 16 0 0 0 0 16 431 6 1 2 7 447

500-600 232 8 11 0 33 284 14 0 0 0 0 14 406 3 1 2 3 415

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

400-415 11 0 0 0 0 11 135 1 1 0 3 140 5 0 0 0 0 5

415-430 7 0 0 0 2 9 126 1 0 0 0 127 2 0 0 0 0 2

430-445 12 1 0 0 1 14 189 6 2 0 1 198 1 0 0 0 0 1

445-500 11 1 0 0 0 12 130 1 1 0 0 132 1 0 0 0 0 1

500-515 6 0 0 0 1 7 138 3 2 0 1 144 8 0 0 0 0 8

515-530 12 1 2 0 0 15 128 3 2 0 0 133 7 0 0 0 0 7

530-545 13 0 0 0 1 14 162 6 1 0 2 171 8 1 0 0 0 9

545-600 6 0 0 0 0 6 99 2 2 1 0 104 3 0 0 0 0 3

HOUR TOTALS

400-500 41 2 0 0 3 46 580 9 4 0 4 597 9 0 0 0 0 9

415-515 36 2 0 0 4 42 583 11 5 0 2 601 12 0 0 0 0 12

430-530 41 3 2 0 2 48 585 13 7 0 2 607 17 0 0 0 0 17

445-545 42 2 2 0 2 48 558 13 6 0 3 580 24 1 0 0 0 25

500-600 37 1 2 0 2 42 527 14 7 1 3 552 26 1 0 0 0 27

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

400-415 23 0 0 0 0 23 6 2 0 0 0 8 9 2 1 1 1 14

415-430 12 0 0 0 0 12 4 0 0 0 0 4 6 1 2 0 0 9

430-445 11 0 0 0 0 11 4 0 0 0 0 4 4 0 0 0 0 4

445-500 4 0 0 0 0 4 1 0 0 0 0 1 4 1 0 0 0 5

500-515 14 0 0 0 0 14 3 0 0 0 0 3 7 0 0 0 0 7

515-530 13 0 0 0 0 13 7 0 0 0 0 7 11 0 0 0 0 11

530-545 8 1 0 1 0 10 1 0 0 0 0 1 4 0 0 0 0 4

545-600 7 0 0 0 0 7 2 0 0 0 0 2 5 0 0 0 0 5

HOUR TOTALS

400-500 50 0 0 0 0 50 15 2 0 0 0 17 23 4 3 1 1 32

415-515 41 0 0 0 0 41 12 0 0 0 0 12 21 2 2 0 0 25

430-530 42 0 0 0 0 42 15 0 0 0 0 15 26 1 0 0 0 27

445-545 39 1 0 1 0 41 12 0 0 0 0 12 26 1 0 0 0 27

500-600 42 1 0 1 0 44 13 0 0 0 0 13 27 0 0 0 0 27

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL AUTOS 2 AXLE 3 AXLE 4 AXLE 5+ AXLE TOTAL

400-415 6 2 1 0 0 9 476 4 3 0 15 498 41 2 4 1 5 53

415-430 9 0 2 1 0 12 499 5 6 0 21 531 41 1 2 1 7 52

430-445 4 1 0 0 0 5 451 4 8 0 10 473 22 1 2 0 4 29

445-500 6 1 0 0 0 7 489 8 7 0 13 517 33 1 3 0 6 43

500-515 5 0 0 0 0 5 477 4 6 0 12 499 30 3 1 0 5 39

515-530 9 0 0 0 0 9 527 3 9 2 12 553 52 3 2 0 2 59

530-545 5 0 0 0 0 5 526 5 1 1 4 537 35 0 2 0 9 46

545-600 6 0 0 0 0 6 476 2 4 0 1 483 46 2 0 0 0 48

HOUR TOTALS

400-500 25 4 3 1 0 33 1915 21 24 0 59 2019 137 5 11 2 22 177

415-515 24 2 2 1 0 29 1916 21 27 0 56 2020 126 6 8 1 22 163

430-530 24 2 0 0 0 26 1944 19 30 2 47 2042 137 8 8 0 17 170

445-545 25 1 0 0 0 26 2019 20 23 3 41 2106 150 7 8 0 22 187

500-600 25 0 0 0 0 25 2006 14 20 3 29 2072 163 8 5 0 16 192

Page 512: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS 715-730 385

DATE: THURSDAY JANUARY 22, 2009 730-745 430

PERIOD: 6:00 AM TO 9:00 AM 745-800 510

INTERSECTION: N/S ALAMEDA STREET 800-815 400

E/W CARSON STREET ON RAMP PH Factor 0.846

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 63 6 0 2 2 73 5 0 0 1 0 6

615-630 0 0 0 0 0 0 74 3 0 3 3 83 14 0 1 1 0 16

630-645 0 0 0 0 0 0 104 4 0 2 2 112 12 0 0 0 1 13

645-700 0 0 0 0 0 0 98 6 0 10 4 118 16 0 0 0 0 16

700-715 0 0 0 0 0 0 100 13 2 7 4 126 18 0 0 0 1 19

715-730 0 0 0 0 0 0 134 12 0 6 3 155 18 0 0 0 1 19

730-745 0 0 0 0 0 0 152 9 0 10 3 174 13 0 0 2 0 15

745-800 0 0 0 0 0 0 161 3 0 8 1 173 20 0 0 0 1 21

800-815 0 0 0 0 0 0 122 7 0 12 4 145 17 0 0 1 1 19

815-830 0 0 0 0 0 0 91 19 0 8 2 120 11 0 0 0 2 13

830-845 0 0 0 0 0 0 84 13 0 11 3 111 10 0 0 0 2 12

845-900 0 0 0 0 0 0 68 22 0 14 7 111 10 1 1 0 1 13

HOUR TOTALS

600-700 0 0 0 0 0 0 339 19 0 17 11 386 47 0 1 2 1 51

615-715 0 0 0 0 0 0 376 26 2 22 13 439 60 0 1 1 2 64

630-730 0 0 0 0 0 0 436 35 2 25 13 511 64 0 0 0 3 67

645-745 0 0 0 0 0 0 484 40 2 33 14 573 65 0 0 2 2 69

700-800 0 0 0 0 0 0 547 37 2 31 11 628 69 0 0 2 3 74

715-815 0 0 0 0 0 0 569 31 0 36 11 647 68 0 0 3 3 74

730-830 0 0 0 0 0 0 526 38 0 38 10 612 61 0 0 3 4 68

745-845 0 0 0 0 0 0 458 42 0 39 10 549 58 0 0 1 6 65

800-900 0 0 0 0 0 0 365 61 0 45 16 487 48 1 1 1 6 57

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 7 1 0 1 2 11 0 0 0 0 0 0 5 0 0 1 2 8

615-630 7 1 0 1 0 9 0 0 0 0 0 0 9 2 0 1 1 13

630-645 8 0 0 1 1 10 0 0 0 0 0 0 17 2 0 1 1 21

645-700 6 0 0 1 0 7 0 0 0 0 0 0 15 1 0 0 0 16

700-715 8 0 0 1 1 10 0 0 0 0 0 0 14 1 0 2 2 19

715-730 13 0 0 1 1 15 0 0 0 0 0 0 25 3 0 2 1 31

730-745 14 0 0 0 0 14 0 0 0 0 0 0 18 2 0 3 0 23

745-800 15 1 0 0 0 16 0 0 0 0 0 0 21 1 0 4 1 27

800-815 10 1 0 2 1 14 0 0 0 0 0 0 17 1 0 5 0 23

815-830 11 1 0 1 1 14 0 0 0 0 0 0 11 1 1 6 0 19

830-845 9 0 0 1 1 11 0 0 0 0 0 0 15 2 0 4 1 22

845-900 10 0 0 3 0 13 0 0 0 0 0 0 18 2 0 0 4 24

HOUR TOTALS

600-700 28 2 0 4 3 37 0 0 0 0 0 0 46 5 0 3 4 58

615-715 29 1 0 4 2 36 0 0 0 0 0 0 55 6 0 4 4 69

630-730 35 0 0 4 3 42 0 0 0 0 0 0 71 7 0 5 4 87

645-745 41 0 0 3 2 46 0 0 0 0 0 0 72 7 0 7 3 89

700-800 50 1 0 2 2 55 0 0 0 0 0 0 78 7 0 11 4 100

715-815 52 2 0 3 2 59 0 0 0 0 0 0 81 7 0 14 2 104

730-830 50 3 0 3 2 58 0 0 0 0 0 0 67 5 1 18 1 92

745-845 45 3 0 4 3 55 0 0 0 0 0 0 64 5 1 19 2 91

800-900 40 2 0 7 3 52 0 0 0 0 0 0 61 6 1 15 5 88

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 9 2 0 1 1 13 41 1 0 1 0 43 0 0 0 0 0 0

615-630 14 1 0 0 1 16 82 1 0 2 0 85 0 0 0 0 0 0

630-645 16 0 0 0 0 16 92 2 0 7 0 101 0 0 0 0 0 0

645-700 17 0 0 2 2 21 132 0 0 4 0 136 0 0 0 0 0 0

700-715 15 0 0 0 0 15 129 1 0 5 0 135 0 0 0 0 0 0

715-730 14 1 0 2 0 17 138 4 0 6 0 148 0 0 0 0 0 0

730-745 25 6 0 1 2 34 158 3 0 6 3 170 0 0 0 0 0 0

745-800 23 2 0 0 0 25 227 8 1 11 1 248 0 0 0 0 0 0

800-815 22 2 0 0 2 26 149 13 0 10 1 173 0 0 0 0 0 0

815-830 27 1 0 2 0 30 151 3 0 6 1 161 0 0 0 0 0 0

830-845 23 2 0 1 0 26 91 5 1 6 0 103 0 0 0 0 0 0

845-900 21 2 0 2 0 25 96 5 0 17 3 121 0 0 0 0 0 0

HOUR TOTALS

600-700 56 3 0 3 4 66 347 4 0 14 0 365 0 0 0 0 0 0

615-715 62 1 0 2 3 68 435 4 0 18 0 457 0 0 0 0 0 0

630-730 62 1 0 4 2 69 491 7 0 22 0 520 0 0 0 0 0 0

645-745 71 7 0 5 4 87 557 8 0 21 3 589 0 0 0 0 0 0

700-800 77 9 0 3 2 91 652 16 1 28 4 701 0 0 0 0 0 0

715-815 84 11 0 3 4 102 672 28 1 33 5 739 0 0 0 0 0 0

730-830 97 11 0 3 4 115 685 27 1 33 6 752 0 0 0 0 0 0

745-845 95 7 0 3 2 107 618 29 2 33 3 685 0 0 0 0 0 0

800-900 93 7 0 5 2 107 487 26 1 39 5 558 0 0 0 0 0 0

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Page 513: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTECAXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS 430-445 505

DATE: THURSDAY JANUARY 22, 2009 445-500 500

PERIOD: 2:00 PM TO 6:00 PM 500-515 434

INTERSECTION: N/S ALAMEDA STREET 515-530 452

E/W CARSON STREET ON RAMP PH Factor 0.936

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 99 10 0 12 10 131 14 1 0 1 0 16

215-230 0 0 0 0 0 0 85 8 1 13 3 110 11 1 1 0 0 13

230-245 0 0 0 0 0 0 117 8 3 14 1 143 19 1 0 2 1 23

245-300 0 0 0 0 0 0 97 7 0 23 3 130 15 2 0 0 0 17

300-315 0 0 0 0 0 0 104 7 0 16 3 130 7 1 0 0 0 8

315-330 0 0 0 0 0 0 95 8 2 17 8 130 9 3 1 0 0 13

330-345 0 0 0 0 0 0 129 8 0 12 4 153 10 0 0 0 0 10

345-400 0 0 0 0 0 0 129 4 0 11 4 148 15 1 0 1 1 18

400-415 0 0 0 0 0 0 155 5 0 18 4 182 16 0 1 1 0 18

415-430 0 0 0 0 0 0 131 2 0 15 4 152 13 1 0 2 0 16

430-445 0 0 0 0 0 0 160 15 0 13 0 188 18 1 0 0 0 19

445-500 0 0 0 0 0 0 189 14 0 8 1 212 26 2 1 0 0 29

500-515 0 0 0 0 0 0 144 10 1 14 1 170 25 3 0 1 1 30

515-530 0 0 0 0 0 0 146 8 1 14 1 170 23 3 0 1 0 27

530-545 0 0 0 0 0 0 136 7 0 11 2 156 17 0 0 1 0 18

545-600 0 0 0 0 0 0 106 5 1 8 2 122 15 1 0 0 0 16

HOUR TOTALS

200-300 0 0 0 0 0 0 398 33 4 62 17 514 59 5 1 3 1 69

215-315 0 0 0 0 0 0 403 30 4 66 10 513 52 5 1 2 1 61

230-330 0 0 0 0 0 0 413 30 5 70 15 533 50 7 1 2 1 61

245-345 0 0 0 0 0 0 425 30 2 68 18 543 41 6 1 0 0 48

300-400 0 0 0 0 0 0 457 27 2 56 19 561 41 5 1 1 1 49

315-415 0 0 0 0 0 0 508 25 2 58 20 613 50 4 2 2 1 59

330-430 0 0 0 0 0 0 544 19 0 56 16 635 54 2 1 4 1 62

345-445 0 0 0 0 0 0 575 26 0 57 12 670 62 3 1 4 1 71

400-500 0 0 0 0 0 0 635 36 0 54 9 734 73 4 2 3 0 82

415-515 0 0 0 0 0 0 624 41 1 50 6 722 82 7 1 3 1 94

430-530 0 0 0 0 0 0 639 47 2 49 3 740 92 9 1 2 1 105

445-545 0 0 0 0 0 0 615 39 2 47 5 708 91 8 1 3 1 104

500-600 0 0 0 0 0 0 532 30 3 47 6 618 80 7 0 3 1 91

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 15 0 0 1 0 16 0 0 0 0 0 0 13 0 0 1 1 15

215-230 10 0 0 1 0 11 0 0 0 0 0 0 13 1 0 1 1 16

230-245 13 0 0 1 0 14 0 0 0 0 0 0 18 2 0 4 1 25

245-300 7 3 0 1 0 11 0 0 0 0 0 0 12 1 0 2 2 17

300-315 18 0 0 1 0 19 0 0 0 0 0 0 6 1 0 1 3 11

315-330 10 1 0 2 0 13 0 0 0 0 0 0 10 1 1 0 2 14

330-345 27 0 0 0 1 28 0 0 0 0 0 0 11 2 1 1 2 17

345-400 22 0 0 2 0 24 0 0 0 0 0 0 16 1 0 5 2 24

400-415 14 1 0 2 0 17 0 0 0 0 0 0 11 1 0 9 3 24

415-430 14 0 0 1 0 15 0 0 0 0 0 0 11 1 0 6 1 19

430-445 19 0 0 2 0 21 0 0 0 0 0 0 18 1 0 4 2 25

445-500 16 0 0 0 0 16 0 0 0 0 0 0 16 0 1 8 1 26

500-515 19 1 0 1 0 21 0 0 0 0 0 0 16 1 0 6 1 24

515-530 16 1 0 0 0 17 0 0 0 0 0 0 13 1 0 3 0 17

530-545 15 1 0 0 0 16 0 0 0 0 0 0 18 0 0 2 0 20

545-600 12 0 0 1 0 13 0 0 0 0 0 0 12 0 0 3 0 15

HOUR TOTALS

200-300 45 3 0 4 0 52 0 0 0 0 0 0 56 4 0 8 5 73

215-315 48 3 0 4 0 55 0 0 0 0 0 0 49 5 0 8 7 69

230-330 48 4 0 5 0 57 0 0 0 0 0 0 46 5 1 7 8 67

245-345 62 4 0 4 1 71 0 0 0 0 0 0 39 5 2 4 9 59

300-400 77 1 0 5 1 84 0 0 0 0 0 0 43 5 2 7 9 66

315-415 73 2 0 6 1 82 0 0 0 0 0 0 48 5 2 15 9 79

330-430 77 1 0 5 1 84 0 0 0 0 0 0 49 5 1 21 8 84

345-445 69 1 0 7 0 77 0 0 0 0 0 0 56 4 0 24 8 92

400-500 63 1 0 5 0 69 0 0 0 0 0 0 56 3 1 27 7 94

415-515 68 1 0 4 0 73 0 0 0 0 0 0 61 3 1 24 5 94

430-530 70 2 0 3 0 75 0 0 0 0 0 0 63 3 1 21 4 92

445-545 66 3 0 1 0 70 0 0 0 0 0 0 63 2 1 19 2 87

500-600 62 3 0 2 0 67 0 0 0 0 0 0 59 2 0 14 1 76

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 7 0 0 1 1 9 99 25 2 21 1 148 0 0 0 0 0 0

215-230 16 3 0 1 0 20 98 20 1 19 0 138 0 0 0 0 0 0

230-245 16 1 0 2 1 20 114 24 1 14 1 154 0 0 0 0 0 0

245-300 12 0 0 2 1 15 102 24 1 20 0 147 0 0 0 0 0 0

300-315 18 2 0 5 4 29 120 19 1 23 0 163 0 0 0 0 0 0

315-330 7 2 0 1 1 11 100 11 0 18 0 129 0 0 0 0 0 0

330-345 11 3 0 2 1 17 142 25 0 11 3 181 0 0 0 0 0 0

345-400 10 4 0 1 2 17 139 21 0 16 2 178 0 0 0 0 0 0

400-415 19 4 0 0 1 24 119 10 0 6 1 136 0 0 0 0 0 0

415-430 18 3 0 2 2 25 150 23 0 17 2 192 0 0 0 0 0 0

430-445 20 4 0 0 3 27 184 22 2 14 3 225 0 0 0 0 0 0

445-500 15 4 0 1 1 21 166 19 0 10 1 196 0 0 0 0 0 0

500-515 13 2 0 0 0 15 161 6 1 6 0 174 0 0 0 0 0 0

515-530 14 3 0 1 0 18 191 6 0 6 0 203 0 0 0 0 0 0

530-545 18 0 0 0 0 18 130 2 0 4 0 136 0 0 0 0 0 0

545-600 10 0 0 0 0 10 105 3 0 6 0 114 0 0 0 0 0 0

HOUR TOTALS

200-300 51 4 0 6 3 64 413 93 5 74 2 587 0 0 0 0 0 0

215-315 62 6 0 10 6 84 434 87 4 76 1 602 0 0 0 0 0 0

230-330 53 5 0 10 7 75 436 78 3 75 1 593 0 0 0 0 0 0

245-345 48 7 0 10 7 72 464 79 2 72 3 620 0 0 0 0 0 0

300-400 46 11 0 9 8 74 501 76 1 68 5 651 0 0 0 0 0 0

315-415 47 13 0 4 5 69 500 67 0 51 6 624 0 0 0 0 0 0

330-430 58 14 0 5 6 83 550 79 0 50 8 687 0 0 0 0 0 0

345-445 67 15 0 3 8 93 592 76 2 53 8 731 0 0 0 0 0 0

400-500 72 15 0 3 7 97 619 74 2 47 7 749 0 0 0 0 0 0

415-515 66 13 0 3 6 88 661 70 3 47 6 787 0 0 0 0 0 0

430-530 62 13 0 2 4 81 702 53 3 36 4 798 0 0 0 0 0 0

445-545 60 9 0 2 1 72 648 33 1 26 1 709 0 0 0 0 0 0

500-600 55 5 0 1 0 61 587 17 1 22 0 627 0 0 0 0 0 0

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WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969

AXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS 715-730 275

DATE: THURSDAY JANUARY 22, 2009 730-745 324

PERIOD: 6:00 AM TO 9:00 AM 745-800 338

INTERSECTION: N/S ALAMEDA STREET ON RAMP 800-815 336

E/W CARSON STREET PH Factor 0.942

1 2 3

SBRT SBTH SBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

815-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

830-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

845-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

HOUR TOTALS

600-700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

615-715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

630-730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

645-745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

700-800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

715-815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

730-830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

745-845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

800-900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 0 0 0 0 0 0 52 0 0 2 0 54 5 0 0 0 0 5

615-630 0 0 0 0 0 0 56 0 0 1 3 60 6 2 0 0 1 9

630-645 0 0 0 0 0 0 98 0 0 0 5 103 12 1 0 2 2 17

645-700 0 0 0 0 0 0 136 4 0 1 7 148 9 1 0 0 1 11

700-715 0 0 0 0 0 0 104 1 0 0 3 108 14 0 0 0 0 14

715-730 0 0 0 0 0 0 137 0 0 0 2 139 19 1 0 0 1 21

730-745 0 0 0 0 0 0 171 2 0 0 1 174 16 0 0 0 0 16

745-800 0 0 0 0 0 0 164 0 0 0 4 168 12 0 0 0 1 13

800-815 0 0 0 0 0 0 153 4 0 3 2 162 17 0 0 0 0 17

815-830 0 0 0 0 0 0 117 2 0 2 3 124 8 1 1 0 0 10

830-845 0 0 0 0 0 0 85 1 0 0 1 87 9 0 0 0 1 10

845-900 0 0 0 0 0 0 84 4 0 1 1 90 9 0 0 1 1 11

HOUR TOTALS

600-700 0 0 0 0 0 0 342 4 0 4 15 365 32 4 0 2 4 42

615-715 0 0 0 0 0 0 394 5 0 2 18 419 41 4 0 2 4 51

630-730 0 0 0 0 0 0 475 5 0 1 17 498 54 3 0 2 4 63

645-745 0 0 0 0 0 0 548 7 0 1 13 569 58 2 0 0 2 62

700-800 0 0 0 0 0 0 576 3 0 0 10 589 61 1 0 0 2 64

715-815 0 0 0 0 0 0 625 6 0 3 9 643 64 1 0 0 2 67

730-830 0 0 0 0 0 0 605 8 0 5 10 628 53 1 1 0 1 56

745-845 0 0 0 0 0 0 519 7 0 5 10 541 46 1 1 0 2 50

800-900 0 0 0 0 0 0 439 11 0 6 7 463 43 1 1 1 2 48

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 3 0 0 0 0 3 0 0 0 0 0 0 14 2 0 1 0 17

615-630 7 0 0 0 1 8 0 0 0 0 0 0 19 1 1 0 2 23

630-645 9 0 0 0 0 9 0 0 0 0 0 0 18 0 0 1 1 20

645-700 6 0 0 0 0 6 0 0 0 0 0 0 27 0 0 2 1 30

700-715 11 0 0 0 1 12 0 0 0 0 0 0 17 0 0 0 0 17

715-730 10 0 0 0 0 10 0 0 0 0 0 0 30 2 0 2 1 35

730-745 9 0 0 1 0 10 0 0 0 0 0 0 26 5 0 1 2 34

745-800 8 0 0 0 0 8 0 0 0 0 0 0 30 2 0 0 1 33

800-815 8 0 0 1 0 9 0 0 0 0 0 0 31 2 0 1 2 36

815-830 10 0 0 0 0 10 0 0 0 0 0 0 32 1 0 1 3 37

830-845 5 0 0 0 0 5 0 0 0 0 0 0 28 2 0 0 1 31

845-900 1 0 0 0 0 1 0 0 0 0 0 0 23 3 1 2 2 31

HOUR TOTALS

600-700 25 0 0 0 1 26 0 0 0 0 0 0 78 3 1 4 4 90

615-715 33 0 0 0 2 35 0 0 0 0 0 0 81 1 1 3 4 90

630-730 36 0 0 0 1 37 0 0 0 0 0 0 92 2 0 5 3 102

645-745 36 0 0 1 1 38 0 0 0 0 0 0 100 7 0 5 4 116

700-800 38 0 0 1 1 40 0 0 0 0 0 0 103 9 0 3 4 119

715-815 35 0 0 2 0 37 0 0 0 0 0 0 117 11 0 4 6 138

730-830 35 0 0 2 0 37 0 0 0 0 0 0 119 10 0 3 8 140

745-845 31 0 0 1 0 32 0 0 0 0 0 0 121 7 0 2 7 137

800-900 24 0 0 1 0 25 0 0 0 0 0 0 114 8 1 4 8 135

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

600-615 9 1 0 1 2 13 22 0 0 0 0 22 0 0 0 0 0 0

615-630 10 0 0 2 0 12 24 0 0 0 1 25 0 0 0 0 0 0

630-645 13 1 0 1 0 15 26 0 0 0 3 29 0 0 0 0 0 0

645-700 9 0 0 0 1 10 38 1 0 0 0 39 0 0 0 0 0 0

700-715 8 1 0 3 1 13 36 1 0 1 2 40 0 0 0 0 0 0

715-730 18 2 0 3 2 25 43 0 1 1 0 45 0 0 0 0 0 0

730-745 19 3 0 4 0 26 58 0 0 1 5 64 0 0 0 0 0 0

745-800 22 0 0 3 1 26 80 3 0 1 6 90 0 0 0 0 0 0

800-815 10 3 0 7 0 20 85 0 0 2 5 92 0 0 0 0 0 0

815-830 14 1 0 6 2 23 59 0 0 3 3 65 0 0 0 0 0 0

830-845 17 3 0 6 1 27 41 0 0 1 3 45 0 0 0 0 0 0

845-900 16 0 0 1 4 21 49 0 0 0 3 52 0 0 0 0 0 0

HOUR TOTALS

600-700 41 2 0 4 3 50 110 1 0 0 4 115 0 0 0 0 0 0

615-715 40 2 0 6 2 50 124 2 0 1 6 133 0 0 0 0 0 0

630-730 48 4 0 7 4 63 143 2 1 2 5 153 0 0 0 0 0 0

645-745 54 6 0 10 4 74 175 2 1 3 7 188 0 0 0 0 0 0

700-800 67 6 0 13 4 90 217 4 1 4 13 239 0 0 0 0 0 0

715-815 69 8 0 17 3 97 266 3 1 5 16 291 0 0 0 0 0 0

730-830 65 7 0 20 3 95 282 3 0 7 19 311 0 0 0 0 0 0

745-845 63 7 0 22 4 96 265 3 0 7 17 292 0 0 0 0 0 0

800-900 57 7 0 20 7 91 234 0 0 6 14 254 0 0 0 0 0 0

Page 515: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

WILTECAXLE CLASSIFICATION TURNING MOVEMENT COUNT SUMMARY

CLIENT: URS

PROJECT: I-170 ADDITIONAL TRAFFIC COUNTS 445-500 316

DATE: THURSDAY JANUARY 22, 2009 500-515 338

PERIOD: 2:00 PM TO 6:00 PM 515-530 335

INTERSECTION: N/S ALAMEDA STREET ON RAMP 530-545 339

E/W CARSON STREET PH Factor 0.979

4 5 6

WBRT WBTH WBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 0 0 0 0 0 0 64 0 0 1 0 65 12 0 0 0 0 12

215-230 0 0 0 0 0 0 50 1 0 0 1 52 10 1 0 1 1 13

230-245 0 0 0 0 0 0 80 0 0 1 0 81 17 0 0 1 0 18

245-300 0 0 0 0 0 0 50 1 0 0 0 51 6 1 0 0 0 7

300-315 0 0 0 0 0 0 57 0 0 0 0 57 8 0 0 0 0 8

315-330 0 0 0 0 0 0 57 1 0 0 2 60 7 0 1 0 2 10

330-345 0 0 0 0 0 0 60 0 0 0 1 61 7 2 1 0 1 11

345-400 0 0 0 0 0 0 73 1 0 0 0 74 12 0 0 0 0 12

400-415 0 0 0 0 0 0 52 0 0 0 1 53 7 0 0 0 1 8

415-430 0 0 0 0 0 0 65 1 0 0 0 66 12 0 0 1 0 13

430-445 0 0 0 0 0 0 61 3 0 0 1 65 12 0 0 0 1 13

445-500 0 0 0 0 0 0 77 1 0 1 0 79 16 0 0 0 0 16

500-515 0 0 0 0 0 0 89 1 0 2 0 92 10 0 0 0 0 10

515-530 0 0 0 0 0 0 86 0 0 1 0 87 10 1 0 0 0 11

530-545 0 0 0 0 0 0 82 1 0 1 0 84 12 1 0 0 0 13

545-600 0 0 0 0 0 0 92 0 0 3 1 96 6 0 0 1 1 8

HOUR TOTALS

200-300 0 0 0 0 0 0 244 2 0 2 1 249 45 2 0 2 1 50

215-315 0 0 0 0 0 0 237 2 0 1 1 241 41 2 0 2 1 46

230-330 0 0 0 0 0 0 244 2 0 1 2 249 38 1 1 1 2 43

245-345 0 0 0 0 0 0 224 2 0 0 3 229 28 3 2 0 3 36

300-400 0 0 0 0 0 0 247 2 0 0 3 252 34 2 2 0 3 41

315-415 0 0 0 0 0 0 242 2 0 0 4 248 33 2 2 0 4 41

330-430 0 0 0 0 0 0 250 2 0 0 2 254 38 2 1 1 2 44

345-445 0 0 0 0 0 0 251 5 0 0 2 258 43 0 0 1 2 46

400-500 0 0 0 0 0 0 255 5 0 1 2 263 47 0 0 1 2 50

415-515 0 0 0 0 0 0 292 6 0 3 1 302 50 0 0 1 1 52

430-530 0 0 0 0 0 0 313 5 0 4 1 323 48 1 0 0 1 50

445-545 0 0 0 0 0 0 334 3 0 5 0 342 48 2 0 0 0 50

500-600 0 0 0 0 0 0 349 2 0 7 1 359 38 2 0 1 1 42

7 8 9

NBRT NBTH NBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 7 0 0 1 0 8 0 0 0 0 0 0 13 0 0 0 0 13

215-230 7 0 0 0 0 7 0 0 0 0 0 0 16 2 0 2 0 20

230-245 12 0 0 0 1 13 0 0 0 0 0 0 20 4 1 2 1 28

245-300 11 0 1 1 1 14 0 0 0 0 0 0 20 2 0 2 1 25

300-315 14 0 0 1 2 17 0 0 0 0 0 0 14 3 0 3 2 22

315-330 7 0 0 1 0 8 0 0 0 0 0 0 9 5 0 1 2 17

330-345 5 1 0 1 0 7 0 0 0 0 0 0 9 3 0 1 0 13

345-400 16 0 0 0 1 17 0 0 0 0 0 0 13 5 0 0 2 20

400-415 22 0 0 0 0 22 0 0 0 0 0 0 16 4 1 2 2 25

415-430 16 0 0 0 0 16 0 0 0 0 0 0 12 4 0 4 1 21

430-445 21 0 0 0 0 21 0 0 0 0 0 0 12 5 1 0 1 19

445-500 23 1 0 0 0 24 0 0 0 0 0 0 23 5 0 1 0 29

500-515 17 0 0 0 0 17 0 0 0 0 0 0 19 5 0 1 1 26

515-530 19 1 0 0 1 21 0 0 0 0 0 0 13 5 0 2 2 22

530-545 19 0 0 0 0 19 0 0 0 0 0 0 17 1 0 1 0 19

545-600 21 0 0 0 0 21 0 0 0 0 0 0 7 1 0 0 0 8

HOUR TOTALS

200-300 37 0 1 2 2 42 0 0 0 0 0 0 69 8 1 6 2 86

215-315 44 0 1 2 4 51 0 0 0 0 0 0 70 11 1 9 4 95

230-330 44 0 1 3 4 52 0 0 0 0 0 0 63 14 1 8 6 92

245-345 37 1 1 4 3 46 0 0 0 0 0 0 52 13 0 7 5 77

300-400 42 1 0 3 3 49 0 0 0 0 0 0 45 16 0 5 6 72

315-415 50 1 0 2 1 54 0 0 0 0 0 0 47 17 1 4 6 75

330-430 59 1 0 1 1 62 0 0 0 0 0 0 50 16 1 7 5 79

345-445 75 0 0 0 1 76 0 0 0 0 0 0 53 18 2 6 6 85

400-500 82 1 0 0 0 83 0 0 0 0 0 0 63 18 2 7 4 94

415-515 77 1 0 0 0 78 0 0 0 0 0 0 66 19 1 6 3 95

430-530 80 2 0 0 1 83 0 0 0 0 0 0 67 20 1 4 4 96

445-545 78 2 0 0 1 81 0 0 0 0 0 0 72 16 0 5 3 96

500-600 76 1 0 0 1 78 0 0 0 0 0 0 56 12 0 4 3 75

10 11 12

EBRT EBTH EBLT

15-MIN COUNTS AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL AUTOS BOB-T CHASS CONT OTHR TOTAL

200-215 16 0 0 3 0 19 75 0 0 0 1 76 0 0 0 0 0 0

215-230 10 0 0 1 0 11 85 0 0 1 7 93 0 0 0 0 0 0

230-245 18 2 0 5 1 26 124 0 0 1 0 125 0 0 0 0 0 0

245-300 10 2 0 1 3 16 101 0 0 1 2 104 0 0 0 0 0 0

300-315 14 1 0 3 1 19 110 0 0 2 1 113 0 0 0 0 0 0

315-330 14 2 0 2 2 20 113 0 0 1 3 117 0 0 0 0 0 0

330-345 29 0 0 1 2 32 132 0 0 1 2 135 0 0 0 0 0 0

345-400 24 1 0 5 3 33 124 0 0 0 1 125 0 0 0 0 0 0

400-415 19 2 1 12 1 35 137 1 0 0 2 140 0 0 0 0 0 0

415-430 15 1 0 7 2 25 153 0 0 1 2 156 0 0 0 0 0 0

430-445 22 1 0 3 2 28 151 0 0 2 2 155 0 0 0 0 0 0

445-500 16 1 1 8 0 26 142 0 0 0 0 142 0 0 0 0 0 0

500-515 27 1 0 8 0 36 156 0 0 0 1 157 0 0 0 0 0 0

515-530 19 1 0 3 1 24 167 0 0 1 2 170 0 0 0 0 0 0

530-545 22 0 0 1 1 24 179 0 0 0 1 180 0 0 0 0 0 0

545-600 17 1 0 2 0 20 151 1 0 1 0 153 0 0 0 0 0 0

HOUR TOTALS

200-300 54 4 0 10 4 72 385 0 0 3 10 398 0 0 0 0 0 0

215-315 52 5 0 10 5 88 420 0 0 5 10 435 0 0 0 0 0 0

230-330 56 7 0 11 7 86 448 0 0 5 6 459 0 0 0 0 0 0

245-345 67 5 0 7 8 83 456 0 0 5 8 469 0 0 0 0 0 0

300-400 81 4 0 11 8 97 479 0 0 4 7 490 0 0 0 0 0 0

315-415 86 5 1 20 8 121 506 1 0 2 8 517 0 0 0 0 0 0

330-430 87 4 1 25 8 124 546 1 0 2 7 556 0 0 0 0 0 0

345-445 80 5 1 27 8 117 565 1 0 3 7 576 0 0 0 0 0 0

400-500 72 5 2 30 5 108 583 1 0 3 6 593 0 0 0 0 0 0

415-515 80 4 1 26 4 79 602 0 0 3 5 610 0 0 0 0 0 0

430-530 84 4 1 22 3 162 616 0 0 3 5 624 0 0 0 0 0 0

445-545 84 3 1 20 2 174 644 0 0 1 4 649 0 0 0 0 0 0

500-600 85 3 0 14 2 104 653 1 0 2 4 660 0 0 0 0 0 0

Page 516: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

I-710 Corridor Project EIR/EIS

Final Appendix AIdentification: 160.10.35-040

STUDY INTERSECTION TRAFFIC COUNTS (I-5 STUDY AREA)

Page 517: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

I-710 Corridor Project EIR/EIS

Final Appendix AIdentification: 160.10.35-040

This page intentionally left blank.

Page 518: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 8/5/2008 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 2 0 1 2 0 1 3 0 1 3 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 20 231 22 22 267 47 29 98 38 42 210 40 1066

7:15 AM 46 282 38 31 331 52 33 130 57 31 215 39 1285

7:30 AM 18 269 15 20 291 65 41 119 47 40 219 46 1190

7:45 AM 20 199 17 27 270 36 33 146 50 29 193 43 1063

8:00 AM 19 204 14 28 294 40 42 88 39 31 181 41 1021

8:15 AM 21 224 17 31 248 31 35 111 35 24 197 44 1018

8:30 AM 22 198 18 30 265 62 34 118 52 38 222 53 1112

8:45 AM 27 154 8 19 209 34 25 88 41 37 126 36 804

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 193 1761 149 208 2175 367 272 898 359 272 1563 342 8559

1177 1285 1459 1493 821 685 1147 1141

2103 2375 2750 2806 1529 1255 2177 2123

700 AM

PEAK

VOLUMES = 104 981 92 100 1159 200 136 493 192 142 837 168 4604

PEAK HR.

FACTOR: 0.896

CONTROL: Signalized

08-2342-001

AM Peak Hr Begins at:

City of Los Angeles

0.940

WESTBOUND

Alameda St

Washington St

NORTHBOUND SOUTHBOUND EASTBOUND

0.804 0.881 0.896

Page 519: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 8/5/2008 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 2 0 1 2 0 1 3 0 1 3 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 23 339 30 24 167 64 48 204 44 22 179 52 11964:15 PM 43 281 34 19 225 54 43 167 53 24 161 27 11314:30 PM 24 277 29 14 212 61 30 222 63 17 174 36 11594:45 PM 21 246 18 23 189 75 31 197 44 19 201 46 11105:00 PM 30 256 17 17 199 39 42 221 53 17 174 43 1108

5:15 PM 17 256 24 24 199 39 43 251 40 5 105 32 10355:30 PM 23 255 12 14 146 37 40 212 35 9 138 27 948

5:45 PM 37 238 14 14 169 25 50 211 24 31 82 19 9146:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 218 2148 178 149 1506 394 327 1685 356 144 1214 282 8601

1365 1456 1127 1079 1146 981 958 1080

2544 2757 2049 2006 2368 2012 1640 1826400 PM

PEAK

VOLUMES = 111 1143 111 80 793 254 152 790 204 82 715 161 4596

PEAK HR.FACTOR: 0.961

CONTROL: Signalized

08-2342-001

PM Peak Hr Begins at:

City of Los Angeles

0.900

WESTBOUND

Alameda St

Washington St

NORTHBOUND SOUTHBOUND EASTBOUND

0.871 0.945 0.910

Page 520: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/01/2009 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 2 0 1 2 0 1 3 0 1 3 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 18 192 18 27 231 49 27 99 27 32 124 26 870

11:15 AM 16 221 14 13 243 44 37 93 45 26 108 30 890

11:30 AM 20 219 14 21 225 41 33 109 35 19 133 42 911

11:45 AM 15 253 15 16 219 51 39 109 48 23 123 35 946

12:00 PM 24 207 12 25 240 41 37 97 51 19 120 28 901

12:15 PM 22 208 15 21 208 40 41 111 46 21 103 31 867

12:30 PM 25 214 12 16 204 37 52 90 34 20 105 29 838

12:45 PM 22 193 20 20 214 35 43 99 57 16 106 27 852

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 162 1707 120 159 1784 338 309 807 343 176 922 248 7075

nb a nb d sb a sb d eb a eb d wb a nb d

1989 2264 2281 2303 1459 1086 1346 1422

1115 AM

PEAK

VOLUMES = 75 900 55 75 927 177 146 408 179 87 484 135 3648

PEAK HR.

FACTOR: 0.964

CONTROL:

Alameda St

Washington Blvd

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-001

Signalized

EASTBOUND

0.910 0.963 0.935

NOON Peak Hr Begins at:

0.910

WESTBOUND

Page 521: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 8/5/2008 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0 0 1 0 3 0 1 3 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 0 0 0 34 136 0 0 245 415

7:15 AM 0 0 0 13 150 0 0 265 428

7:30 AM 0 0 0 27 149 0 0 305 481

7:45 AM 0 0 0 19 185 0 0 248 452

8:00 AM 0 3 0 33 222 0 0 267 525

8:15 AM 0 0 0 18 143 2 1 256 420

8:30 AM 0 1 1 30 154 1 1 238 426

8:45 AM 1 1 0 36 144 1 0 197 380

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 1 0 5 1 0 210 0 1283 4 2 2021 0 3527

3 0 92 0 706 709 1085 1177

6 0 211 6 1287 1289 2023 2232

715 AM

PEAK

VOLUMES = 0 0 3 0 0 92 0 706 0 0 1085 0 1886

PEAK HR.

FACTOR: 0.898

CONTROL: 2-Way stop N/S

NORTHBOUND SOUTHBOUND EASTBOUND

0.250 0.697 0.795

08-2342-002

AM Peak Hr Begins at:

City of Los Angeles

0.889

WESTBOUND

Santa Fe Ave

Washington St

Page 522: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 8/5/2008 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 0 3 0 1 3 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 0 0 0 19 165 0 0 123 3074:15 PM 0 1 0 28 208 1 1 133 3724:30 PM 0 0 0 47 334 0 0 201 5824:45 PM 0 0 0 39 255 0 0 198 4925:00 PM 0 0 0 31 273 0 0 203 507

5:15 PM 0 0 0 21 237 1 0 209 4685:30 PM 0 0 1 38 273 0 0 219 531

5:45 PM 1 0 0 20 313 0 0 186 5206:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 1 0 1 1 0 243 0 2058 2 1 1472 0 3779

0 0 138 1 1100 1099 811 949

2 0 244 3 2060 2060 1473 1716430 PM

PEAK

VOLUMES = 0 0 0 0 0 138 0 1099 1 0 811 0 2049

PEAK HR.FACTOR: 0.880

CONTROL: 2-Way stop N/S

NORTHBOUND SOUTHBOUND EASTBOUND

0.000 0.734 0.823

08-2342-002

PM Peak Hr Begins at:

City of Los Angeles

0.970

WESTBOUND

Santa Fe Ave

Washington St

Page 523: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/01/2009 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0 0 1 0 3 0 1 3 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 0 0 0 22 134 0 0 134 290

11:15 AM 0 1 0 28 127 0 1 110 267

11:30 AM 0 1 1 30 158 0 1 152 343

11:45 AM 1 0 0 30 137 1 0 144 313

12:00 PM 0 0 1 46 132 0 1 117 297

12:15 PM 0 0 0 22 159 0 1 109 291

12:30 PM 0 0 0 26 124 0 0 120 270

12:45 PM 0 0 0 24 135 1 0 106 266

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 1 0 2 0 2 228 0 1106 2 4 992 0 2337

nb a nb d sb a sb d eb a eb d wb a nb d

3 0 230 8 1108 1108 996 1221

1130 AM

PEAK

VOLUMES = 1 0 1 0 2 128 0 586 1 3 522 0 1244

PEAK HR.

FACTOR: 0.907

CONTROL:

Santa Fe Ave

Washington Blvd

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-002

No Control

EASTBOUND

0.500 0.691 0.923

NOON Peak Hr Begins at:

0.858

WESTBOUND

Page 524: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 8/5/2008 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0 1 0 1 2 0 1 2 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 5 25 8 17 27 37 22 62 1 2 209 23 438

7:15 AM 3 23 6 30 14 57 30 76 1 11 236 24 511

7:30 AM 3 24 6 16 33 58 23 72 6 8 238 25 512

7:45 AM 8 15 11 22 20 59 20 62 0 10 239 24 490

8:00 AM 7 30 9 26 16 51 21 69 3 8 170 27 437

8:15 AM 7 18 17 20 29 59 24 65 2 4 195 19 459

8:30 AM 5 12 4 23 25 47 33 66 1 7 184 22 429

8:45 AM 4 27 10 20 20 58 27 75 5 11 172 28 457

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 42 174 71 174 184 426 200 547 19 61 1643 192 3733

137 278 390 133 375 388 1049 1152

287 566 784 264 766 792 1896 2111

700 AM

PEAK

VOLUMES = 19 87 31 85 94 211 95 272 8 31 922 96 1951

PEAK HR.

FACTOR: 0.953

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.901 0.911 0.876

08-2342-003

AM Peak Hr Begins at:

City of Los Angeles

0.961

WESTBOUND

Indiana St

Olympic Blvd

Page 525: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 8/5/2008 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 1 2 0 1 2 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 16 42 15 35 24 46 61 248 10 5 127 31 6604:15 PM 7 32 19 45 20 34 44 240 6 3 106 37 5934:30 PM 7 47 11 42 21 37 49 224 6 1 113 30 5884:45 PM 5 41 8 57 24 45 63 252 7 7 122 27 6585:00 PM 3 35 7 44 18 29 54 338 7 4 132 26 697

5:15 PM 4 41 3 46 21 39 54 312 6 3 115 48 6925:30 PM 5 33 3 49 22 35 44 322 10 2 125 36 686

5:45 PM 7 23 8 59 31 39 55 286 8 5 108 27 6566:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 54 294 74 377 181 304 424 2222 60 30 948 262 5230

188 502 429 131 1469 1441 647 659

422 980 862 271 2706 2673 1240 1306445 PM

PEAK

VOLUMES = 17 150 21 196 85 148 215 1224 30 16 494 137 2733

PEAK HR.FACTOR: 0.980

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.870 0.851 0.920

08-2342-003

PM Peak Hr Begins at:

City of Los Angeles

0.974

WESTBOUND

Indiana St

Olympic Blvd

Page 526: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/01/2009 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0 1 0 1 2 0 1 2 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 10 19 10 30 24 48 25 101 6 6 122 24 425

11:15 AM 4 29 8 21 15 38 39 89 3 4 99 35 384

11:30 AM 8 36 8 35 22 41 39 90 5 4 111 23 422

11:45 AM 2 21 8 35 17 57 40 103 7 6 95 39 430

12:00 PM 10 29 13 37 14 54 61 150 6 5 105 30 514

12:15 PM 6 35 11 44 31 48 42 119 4 6 110 29 485

12:30 PM 4 31 10 35 27 49 58 104 6 8 120 41 493

12:45 PM 3 20 9 28 15 39 36 96 3 6 99 28 382

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 47 220 77 265 165 374 340 852 40 45 861 249 3535

nb a nb d sb a sb d eb a eb d wb a nb d

344 809 804 250 1232 1194 1155 1282

1145 AM

PEAK

VOLUMES = 22 116 42 151 89 208 201 476 23 25 430 139 1922

PEAK HR.

FACTOR: 0.935

CONTROL:

Indiana St

Olympic Blvd

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-003

Signalized

EASTBOUND

0.865 0.911 0.806

NOON Peak Hr Begins at:

0.879

WESTBOUND

Page 527: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by: National Data & Surveying Services

N-S STREET: Telegraph Rd DATE: 6/19/2008 LOCATION: City of Los Angeles

E-W STREET: Olympic Blvd DAY: THURSDAY PROJECT# 08-2294-001

NL NT NR NRR SL ST SR SLL EL ET ER SRR WL WT WR WRR TOTAL

LANES: 1 1 1 1 1 1 1 2 1 0 2 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 51 50 1 0 8 16 1 3 1 90 30 2 192 35 3 475

7:15 AM 82 53 0 0 13 14 1 3 0 107 30 1 193 44 1 537

7:30 AM 60 65 1 0 16 25 2 3 0 102 31 0 215 43 1 560

7:45 AM 74 72 1 0 16 16 0 4 2 99 34 3 197 49 2 560

8:00 AM 85 73 3 0 12 11 2 2 1 98 35 2 169 48 2 537

8:15 AM 51 55 1 0 12 15 0 2 2 100 25 0 187 46 2 494

8:30 AM 52 43 0 1 8 14 1 4 0 89 38 3 174 45 1 464

8:45 AM 41 38 1 0 12 18 0 0 2 101 25 3 153 41 5 432

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR NRR SL ST SR SLL EL ET ER SRR WL WT WR WRR TOTAL

VOLUMES = 496 449 8 97 129 7 8 786 248 0 1480 351 4059

1 21 14 17

715 AM

PEAK

VOLUMES = 301 263 5 57 66 5 3 406 130 0 774 184 2194

PEAK HR. 0.885 0.901 0.417 0.891 0.660 0.625 0.375 0.949 0.929 0.000 0.900 0.939

FACTOR: 0.979

CONTROL: Signalized

NR= From Telegraph to Olympic EL= From Olympic to Agusta

NRR= From Telegraph to Augusta SRR= From Agusta to Olympic

SL= From Telegraph to Olympic WR= From Olympic to Telegraph

SR= From Telegraph to Olympic WRR= From Olympic to Agusta

SLL= From Agusta to Olympic

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.928

AM Peak Hr Begins at:

0.884 0.744 0.984

Page 528: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by: National Data & Surveying Services

N-S STREET: Telegraph Rd DATE: 6/19/2008 LOCATION: City of Los Angeles

E-W STREET: Olympic Blvd DAY: THURSDAY PROJECT# 08-2294-001

NL NT NR NRR SL ST SR SLL EL ET ER SRR WL WT WR WRR TOTAL

LANES: 1 1 1 1 1 1 1 2 1 0 2 0

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM 39 38 1 0 19 51 1 6 0 208 100 0 0 129 22 6 608

4:15 PM 33 45 0 0 24 66 1 2 1 203 116 2 0 120 31 4 640

4:30 PM 25 45 0 0 24 78 4 0 1 195 104 1 0 126 39 1 641

4:45 PM 25 38 1 0 35 63 0 2 1 199 129 5 0 145 50 1 686

5:00 PM 20 33 3 0 18 70 2 3 6 227 86 6 0 116 27 2 608

5:15 PM 40 38 1 0 24 56 0 2 1 236 109 4 1 130 49 3 685

5:30 PM 20 37 0 1 14 57 0 2 1 197 140 2 0 118 45 4 629

5:45 PM 18 29 0 0 14 65 1 1 1 217 107 4 0 128 43 1 623

6:00 PM

6:15 PM

6:30 PM

6:45 PM

7:00 PM

7:15 PM

TOTAL NL NT NR NRR SL ST SR SLL EL ET ER SRR WL WT WR WRR TOTAL

VOLUMES = 220 303 6 172 506 9 12 1682 891 1 1012 306 5120

1 18 24 22

430 PM

PEAK

VOLUMES = 110 154 5 101 267 6 9 857 428 1 517 165 2620

PEAK HR. 0.688 0.856 0.417 0.721 0.856 0.375 0.375 0.908 0.829 0.250 0.891 0.820

FACTOR: 0.955

CONTROL: Signalized

NR= From Telegraph to Olympic EL= From Olympic to Agusta

NRR= From Telegraph to Augusta SRR= From Agusta to Olympic

SL= From Telegraph to Olympic WR= From Olympic to Telegraph

SR= From Telegraph to Olympic WRR= From Olympic to Agusta

SLL= From Agusta to Olympic

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.876

AM Peak Hr Begins at:

0.851 0.882 0.935

Page 529: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 9/3/2009 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 1 1 1 1 1 0 2 1 0 2 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 20 22 0 13 11 1 0 128 26 119 27 367

11:15 AM 27 27 1 15 16 1 1 136 31 122 35 412

11:30 AM 21 18 1 18 13 1 1 133 40 128 38 412

11:45 AM 33 20 0 12 13 4 2 151 35 128 34 432

12:00 PM 23 34 2 13 16 1 0 153 41 122 44 449

12:15 PM 22 32 0 13 5 0 0 164 57 130 46 469

12:30 PM 31 31 1 21 17 2 0 161 47 155 47 513

12:45 PM 28 25 1 15 7 0 0 159 46 146 36 463

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 205 209 6 120 98 10 4 1185 323 0 1050 307 3517

nb a nb d sb a sb d eb a eb d wb a nb d

420 520 228 421 1512 1311 1357 1265

1200 PM

PEAK

VOLUMES = 104 122 4 62 45 3 0 637 191 0 553 173 1894

PEAK HR.

FACTOR: 0.923

CONTROL:

Telegraph Rd

Olympic Blvd

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-009

Signalized

EASTBOUND

0.913 0.688 0.937

NOON Peak Hr Begins at:

0.899

WESTBOUND

Page 530: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 05/20/2008 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1.3 0.3 0.3 0 1 0 1 2 0 0 2 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 75 9 63 7 35 10 96 196 0 491

7:15 AM 65 9 47 7 42 19 108 191 1 489

7:30 AM 74 7 54 7 62 15 139 186 2 546

7:45 AM 66 13 43 14 60 25 125 188 0 534

8:00 AM 60 3 60 14 47 14 118 169 0 485

8:15 AM 75 7 50 6 24 4 93 166 0 425

8:30 AM 64 11 45 3 29 6 117 171 1 447

8:45 AM 51 8 43 7 25 6 104 168 1 413

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 530 67 405 65 0 324 99 900 0 0 1435 5 3830

525 110 234 0 537 710 764 1240

1002 171 389 0 999 1370 1440 2289

700 AM

PEAK

VOLUMES = 280 38 207 35 0 199 69 468 0 0 761 3 2060

PEAK HR.

FACTOR: 0.943

CONTROL: No Control

NORTHBOUND SOUTHBOUND EASTBOUND

0.893 0.791 0.872

08-2233-037

AM Peak Hr Begins at:

City of Los Angeles

0.974

WESTBOUND

NB 710 Off-Ramp

to E Olympic Blvd

Page 531: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 05/20/2008 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1.3 0.3 0.3 0 1 0 1 2 0 0 2 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 42 18 100 6 32 8 217 191 0 6144:15 PM 55 23 83 17 14 8 213 196 1 6104:30 PM 35 25 88 13 11 12 199 178 1 5624:45 PM 37 25 91 28 14 8 214 172 0 5895:00 PM 36 27 98 18 20 8 220 203 1 631

5:15 PM 37 34 79 22 19 13 252 203 0 6595:30 PM 53 23 81 33 23 17 226 190 0 646

5:45 PM 50 22 93 24 25 13 225 191 0 6436:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 345 197 713 161 0 158 87 1766 0 0 1524 3 4954

633 158 184 0 974 1371 788 1050

1255 287 319 0 1853 2640 1527 2027500 PM

PEAK

VOLUMES = 176 106 351 97 0 87 51 923 0 0 787 1 2579

PEAK HR.FACTOR: 0.978

CONTROL: No Control

NORTHBOUND SOUTHBOUND EASTBOUND

0.959 0.821 0.919

08-2233-037

PM Peak Hr Begins at:

City of Los Angeles

0.966

WESTBOUND

NB 710 Off-Ramp

to E Olympic Blvd

Page 532: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/01/2009 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1.3 .3 .3 0 1 0 1 2 0 0 2 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 27 12 42 3 0 8 6 126 195 5 424

11:15 AM 37 17 48 6 1 9 5 129 181 0 433

11:30 AM 50 13 63 9 0 8 10 122 206 0 481

11:45 AM 34 8 60 1 0 27 1 161 173 0 465

12:00 PM 38 9 49 4 0 9 9 148 177 1 444

12:15 PM 33 17 61 3 0 8 10 130 185 0 447

12:30 PM 34 6 59 9 0 37 14 139 205 0 503

12:45 PM 38 13 49 9 0 19 5 154 192 2 481

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 291 95 431 44 1 125 60 1109 0 0 1514 8 3678

nb a nb d sb a sb d eb a eb d wb a nb d

817 163 170 1 1169 1584 1522 1930

1200 PM

PEAK

VOLUMES = 143 45 218 25 0 73 38 571 0 0 759 3 1875

PEAK HR.

FACTOR: 0.932

CONTROL:

Ford Blvd I-710 NB Off-Ramps

Olympic Blvd

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-004

Signalized

EASTBOUND

0.914 0.533 0.958

NOON Peak Hr Begins at:

0.929

WESTBOUND

Page 533: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/19/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 2 0 1 2 0 1 2 0 1 2 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 11 31 6 12 27 10 26 90 7 7 170 19 416

7:15 AM 7 53 6 20 41 18 17 105 6 12 208 23 516

7:30 AM 7 40 5 16 45 14 24 118 4 13 152 30 468

7:45 AM 7 42 2 19 49 12 16 144 6 13 170 20 500

8:00 AM 9 22 1 17 35 16 12 115 7 9 150 17 410

8:15 AM 6 20 2 16 20 13 8 119 4 10 170 19 407

8:30 AM 5 18 4 8 18 14 14 99 3 6 138 12 339

8:45 AM 7 14 7 12 23 9 5 168 8 2 134 14 403

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 59 240 33 120 258 106 122 958 45 72 1292 154 3459

217 341 283 230 563 543 837 786

332 516 484 375 1125 1111 1518 1457

700 AM

PEAK

VOLUMES = 32 166 19 67 162 54 83 457 23 45 700 92 1900

PEAK HR.

FACTOR: 0.921

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.822 0.884 0.848

08-2294-002

AM Peak Hr Begins at:

City of Los Angeles

0.861

WESTBOUND

Arizona Ave

Olympic Blvd

Page 534: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/19/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 2 0 1 2 0 1 2 0 1 2 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 8 45 5 25 50 13 20 185 10 10 120 10 5014:15 PM 7 48 10 31 43 22 14 258 12 6 185 22 6584:30 PM 9 64 12 33 70 15 25 255 5 12 153 22 6754:45 PM 4 44 18 29 42 10 16 267 11 4 195 31 6715:00 PM 14 62 17 38 54 24 30 283 15 12 186 24 759

5:15 PM 5 55 7 53 44 19 21 278 22 9 177 24 7145:30 PM 8 53 14 29 36 25 28 294 13 7 169 21 697

5:45 PM 12 55 7 28 31 14 24 273 6 4 181 26 6616:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 67 426 90 266 370 142 178 2093 94 64 1366 180 5336

301 409 403 269 1278 1327 859 836

583 784 778 528 2365 2449 1610 1575445 PM

PEAK

VOLUMES = 31 214 56 149 176 78 95 1122 61 32 727 100 2841

PEAK HR.FACTOR: 0.936

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.809 0.869 0.954

08-2294-002

PM Peak Hr Begins at:

City of Los Angeles

0.934

WESTBOUND

Arizona Ave

Olympic Blvd

Page 535: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/03/2009 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 2 0 1 2 0 1 2 0 1 2 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 4 15 6 12 23 13 10 124 6 5 160 16 394

11:15 AM 5 16 5 24 14 13 13 180 5 6 181 9 471

11:30 AM 7 23 8 13 18 15 12 186 9 5 173 9 478

11:45 AM 8 16 5 15 22 7 17 180 7 4 197 14 492

12:00 PM 1 24 6 22 28 7 34 189 6 2 192 11 522

12:15 PM 9 18 8 31 26 16 11 216 5 13 172 15 540

12:30 PM 8 16 10 22 22 8 15 208 7 5 197 10 528

12:45 PM 3 20 11 10 19 9 13 193 6 4 175 12 475

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 45 148 59 149 172 88 125 1476 51 44 1447 96 3900

nb a nb d sb a sb d eb a eb d wb a nb d

252 369 409 267 1652 1684 1587 1580

1145 AM

PEAK

VOLUMES = 26 74 29 90 98 38 77 793 25 24 758 50 2082

PEAK HR.

FACTOR: 0.964

CONTROL:

Arizona Ave

Olympic Blvd

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-010

Signalized

EASTBOUND

0.921 0.774 0.964

NOON Peak Hr Begins at:

0.967

WESTBOUND

Page 536: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/19/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0 1 0 0 2 0 0 2 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 3 13 3 6 8 16 5 97 2 5 174 8 340

7:15 AM 15 11 6 5 10 18 4 103 1 5 237 9 424

7:30 AM 6 13 5 8 17 12 7 85 5 4 192 12 366

7:45 AM 12 14 4 9 21 8 7 81 4 5 213 10 388

8:00 AM 18 17 7 12 20 5 9 62 5 5 236 11 407

8:15 AM 19 11 9 7 18 13 9 72 8 4 147 8 325

8:30 AM 12 15 8 9 9 11 3 67 4 7 165 6 316

8:45 AM 11 13 10 11 16 17 4 71 5 4 123 9 294

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 96 107 52 67 119 100 48 638 34 39 1487 73 2860

128 124 145 102 373 387 939 972

255 228 286 192 720 757 1599 1683

715 AM

PEAK

VOLUMES = 51 55 22 34 68 43 27 331 15 19 878 42 1585

PEAK HR.

FACTOR: 0.935

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.762 0.954 0.863

08-2294-003

AM Peak Hr Begins at:

City of Los Angeles

0.932

WESTBOUND

Ford Blvd

Whittier Blvd

Page 537: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/19/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 0 2 0 0 2 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 15 12 9 11 12 9 10 195 2 1 190 6 4724:15 PM 8 19 7 19 14 11 13 181 0 5 194 8 4794:30 PM 10 33 19 17 42 19 17 204 4 1 191 12 5694:45 PM 11 25 6 14 33 13 13 175 6 2 146 3 4475:00 PM 6 21 5 15 41 9 9 209 7 1 167 2 492

5:15 PM 8 13 12 22 42 12 11 233 4 2 123 2 4845:30 PM 10 19 9 21 29 10 13 198 9 4 156 0 478

5:45 PM 9 21 12 15 33 8 13 176 4 3 165 1 4606:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 77 163 79 134 246 91 99 1571 36 19 1332 34 3881

169 161 279 185 892 931 652 715

319 296 471 301 1706 1784 1385 1500430 PM

PEAK

VOLUMES = 35 92 42 68 158 53 50 821 21 6 627 19 1992

PEAK HR.FACTOR: 0.875

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.681 0.894 0.899

08-2294-003

PM Peak Hr Begins at:

City of Los Angeles

0.799

WESTBOUND

Ford Blvd

Whittier Blvd

Page 538: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/03/2009 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0 1 0 0 2 0 0 2 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 8 10 9 17 15 11 11 147 5 7 148 10 398

11:15 AM 8 18 13 11 9 28 10 122 2 3 143 13 380

11:30 AM 8 22 5 14 16 21 12 156 2 2 154 21 433

11:45 AM 11 20 8 13 12 18 16 153 2 9 161 14 437

12:00 PM 8 11 13 9 19 23 14 146 5 7 147 18 420

12:15 PM 17 13 6 12 9 23 10 168 4 6 139 19 426

12:30 PM 8 12 12 20 11 15 18 157 7 6 160 18 444

12:45 PM 6 18 10 15 8 26 19 155 3 6 172 18 456

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 74 124 76 111 99 165 110 1204 30 46 1224 131 3394

nb a nb d sb a sb d eb a eb d wb a nb d

274 365 375 175 1344 1391 1401 1463

1200 PM

PEAK

VOLUMES = 39 54 41 56 47 87 61 626 19 25 618 73 1746

PEAK HR.

FACTOR: 0.957

CONTROL:

Ford Blvd

Whittier Blvd

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-011

Signalized

EASTBOUND

0.931 0.931 0.970

NOON Peak Hr Begins at:

0.913

WESTBOUND

Page 539: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 06/04/2008 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 2 0 1 2 0 0 2 0 0 2 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 16 81 5 8 57 26 10 122 1 8 252 5 591

7:15 AM 11 76 12 8 58 40 15 155 5 1 293 8 682

7:30 AM 17 89 3 14 68 36 16 122 12 2 293 16 688

7:45 AM 14 100 3 18 83 58 20 125 20 1 259 13 714

8:00 AM 11 61 10 13 62 24 9 114 9 3 229 10 555

8:15 AM 9 61 6 14 40 23 9 135 7 3 206 13 526

8:30 AM 11 51 4 23 38 27 6 104 7 3 170 14 458

8:45 AM 11 41 7 17 40 24 7 94 6 2 152 6 407

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 100 560 50 115 446 258 92 971 67 23 1854 85 4621

427 449 474 316 623 595 1151 1315

710 737 819 536 1130 1136 1962 2212

700 AM

PEAK

VOLUMES = 58 346 23 48 266 160 61 524 38 12 1097 42 2675

PEAK HR.

FACTOR: 0.937

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.912 0.745 0.890

08-2233-124

AM Peak Hr Begins at:

City of Los Angeles

0.925

WESTBOUND

S Mednik Ave

Whittier Blvd

Page 540: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 06/04/2008 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 2 0 1 2 0 0 2 0 0 2 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 16 96 11 24 68 27 11 220 16 6 183 21 6994:15 PM 18 66 14 30 70 27 9 189 14 1 146 22 6064:30 PM 16 67 17 20 73 21 7 240 24 7 155 28 6754:45 PM 26 78 11 23 77 19 13 219 25 4 167 16 6785:00 PM 13 98 13 25 85 23 12 227 20 5 180 15 716

5:15 PM 10 107 10 22 72 22 5 251 13 6 177 12 7075:30 PM 12 75 9 17 61 16 16 252 23 9 199 30 719

5:45 PM 16 72 13 19 67 14 14 210 14 4 200 25 6686:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 127 659 98 180 573 169 87 1808 149 42 1407 169 5468

462 477 462 400 1076 1079 820 864

884 915 922 764 2044 2086 1618 1703445 PM

PEAK

VOLUMES = 61 358 43 87 295 80 46 949 81 24 723 73 2820

PEAK HR.FACTOR: 0.981

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.909 0.868 0.924

08-2233-124

PM Peak Hr Begins at:

City of Los Angeles

0.861

WESTBOUND

S Mednik Ave

Whittier Blvd

Page 541: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/02/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 2 0 1 2 0 0 2 0 0 2 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 8 26 5 21 50 14 16 129 8 3 160 11 451

11:15 AM 3 41 16 23 37 9 8 175 9 3 159 12 495

11:30 AM 11 45 8 13 43 12 10 144 7 3 143 11 450

11:45 AM 9 29 11 17 32 23 9 172 11 2 155 15 485

12:00 PM 9 66 9 25 53 11 21 149 9 5 173 10 540

12:15 PM 10 51 14 23 45 27 4 171 11 1 163 12 532

12:30 PM 12 32 14 20 39 21 9 183 13 7 193 12 555

12:45 PM 6 38 13 21 51 22 6 170 12 8 141 13 501

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 68 328 90 163 350 139 83 1293 80 32 1287 96 4009

nb a nb d sb a sb d eb a eb d wb a nb d

486 507 652 462 1456 1546 1415 1494

1200 PM

PEAK

VOLUMES = 37 187 50 89 188 81 40 673 45 21 670 47 2128

PEAK HR.

FACTOR: 0.959

CONTROL:

Arizona Ave

Whittier Blvd

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-006

Signalized

EASTBOUND

0.815 0.942 0.924

NOON Peak Hr Begins at:

0.870

WESTBOUND

Page 542: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/02/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 1 1 1 1 0 1 2 0 1 2 1

6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 8 47 2 3 72 8 14 18 1 4 45 4 2267:15 AM 15 37 2 3 66 13 28 9 9 10 60 8 2607:30 AM 14 41 4 6 85 17 17 22 5 7 81 1 3007:45 AM 8 56 6 2 70 13 20 22 8 5 65 2 2778:00 AM 12 37 4 6 68 12 24 13 7 11 68 3 2658:15 AM 13 41 2 6 65 17 21 22 9 7 57 5 2658:30 AM 11 39 5 1 72 16 18 13 9 15 52 7 2588:45 AM 13 46 7 8 65 6 17 17 9 11 57 4 2609:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTALVOLUMES = 94 344 32 35 563 102 159 136 57 70 485 34 2111

nb a nb d sb a sb d eb a eb d wb a nb d470 537 700 690 352 203 589 681

730 AM

PEAKVOLUMES = 47 175 16 20 288 59 82 79 29 30 271 11 1107

PEAK HR.FACTOR: 0.923

CONTROL:

EASTBOUND

0.850 0.850 0.913

Signalized

AM Peak Hr Begins at:

City of Los Angeles

0.876

WESTBOUND

Indiana St

3rd St 09-5274-016

NORTHBOUND SOUTHBOUND

Page 543: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/02/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 1 1 1 1 0 1 2 0 1 2 1

1:00 PM

1:15 PM

1:30 PM 1:45 PM

2:00 PM 2:15 PM

2:30 PM 2:45 PM

3:00 PM 3:15 PM

3:30 PM 3:45 PM 4:00 PM 13 95 10 10 67 20 53 58 22 14 35 1 3984:15 PM 8 81 11 5 88 13 48 44 9 14 48 2 371

4:30 PM 13 66 7 8 86 11 38 59 12 15 28 5 3484:45 PM 13 77 12 5 76 8 55 64 23 18 30 1 3825:00 PM 19 93 4 7 86 11 44 60 9 8 26 0 367

5:15 PM 18 80 13 8 94 6 57 67 4 9 50 6 4125:30 PM 17 98 9 12 85 9 58 64 11 16 38 4 421

5:45 PM 17 71 10 7 78 8 53 79 19 12 32 9 3956:00 PM

6:15 PM

6:30 PM 6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 118 661 76 62 660 86 406 495 109 106 287 28 3094

nb a nb d sb a sb d eb a eb d wb a nb d

855 1095 808 875 1010 633 421 491

500 PM

PEAKVOLUMES = 71 342 36 34 343 34 212 270 43 45 146 19 1595

PEAK HR.

FACTOR: 0.947

CONTROL:

EASTBOUND

0.905 0.951 0.869

Signalized

PM Peak Hr Begins at:

City of Los Angeles

0.808

WESTBOUND

Indiana St

3rd St 09-5274-016

NORTHBOUND SOUTHBOUND

Page 544: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/02/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 1 1 1 1 0 1 2 0 1 2 1

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 12 71 7 8 67 17 43 27 13 12 29 1 307

11:15 AM 8 67 9 8 93 10 26 30 4 10 24 8 297

11:30 AM 12 60 3 5 91 4 41 21 15 15 27 5 299

11:45 AM 10 82 3 5 82 15 25 20 5 17 44 11 319

12:00 PM 19 72 11 5 63 9 45 28 11 9 33 11 316

12:15 PM 12 66 12 8 95 8 32 39 14 16 25 3 330

12:30 PM 16 84 11 3 73 10 40 31 7 16 28 4 323

12:45 PM 16 97 10 8 85 6 27 24 8 8 19 10 318

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 105 599 66 50 649 79 279 220 77 103 229 53 2509

nb a nb d sb a sb d eb a eb d wb a nb d

770 931 778 829 576 336 385 413

1145 AM

PEAK

VOLUMES = 57 304 37 21 313 42 142 118 37 58 130 29 1288

PEAK HR.

FACTOR: 0.976

CONTROL:

Indiana St

3rd St

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-016

Signalized

EASTBOUND

0.896 0.847 0.874

NOON Peak Hr Begins at:

0.753

WESTBOUND

Page 545: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/19/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 1 0 1 2 0 1 3 0 1 3 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 17 29 16 1 14 4 17 33 12 11 55 5 214

7:15 AM 25 46 13 3 25 9 13 50 14 4 72 8 282

7:30 AM 25 47 11 5 18 10 11 38 5 9 78 6 263

7:45 AM 17 35 15 6 15 14 14 63 4 3 67 3 256

8:00 AM 15 45 26 5 27 9 7 65 5 7 66 10 287

8:15 AM 11 22 13 0 17 4 5 49 7 5 80 20 233

8:30 AM 19 31 18 10 14 6 8 48 3 6 87 7 257

8:45 AM 18 21 11 4 12 8 6 72 6 3 72 5 238

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 147 276 123 34 142 64 81 418 56 48 577 64 2030

320 245 146 136 289 300 333 407

546 421 240 246 555 575 689 788

715 AM

PEAK

VOLUMES = 82 173 65 19 85 42 45 216 28 23 283 27 1088

PEAK HR.

FACTOR: 0.948

CONTROL: Signalized

08-2294-004

AM Peak Hr Begins at:

City of Los Angeles

0.895

WESTBOUND

Ford Blvd

3rd St

NORTHBOUND SOUTHBOUND EASTBOUND

0.930 0.890 0.892

Page 546: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/19/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 1 0 1 2 0 1 3 0 1 3 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 15 40 16 8 23 11 10 85 18 13 69 8 3164:15 PM 9 25 23 9 12 13 11 94 17 6 58 19 2964:30 PM 17 22 13 16 23 12 5 111 17 4 71 6 3174:45 PM 20 39 16 14 34 11 8 95 24 9 52 11 3335:00 PM 11 41 8 24 38 16 8 102 22 5 65 12 352

5:15 PM 15 46 23 17 50 9 9 104 23 3 71 8 3785:30 PM 17 50 14 10 42 11 9 123 14 10 61 10 371

5:45 PM 1 45 7 5 42 7 2 129 8 3 46 3 2986:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 105 308 120 103 264 90 62 843 143 53 493 77 2661

300 251 276 274 541 550 317 359

533 447 457 460 1048 1066 623 688445 PM

PEAK

VOLUMES = 63 176 61 65 164 47 34 424 83 27 249 41 1434

PEAK HR.FACTOR: 0.948

CONTROL: Signalized

08-2294-004

PM Peak Hr Begins at:

City of Los Angeles

0.966

WESTBOUND

Ford Blvd

3rd St

NORTHBOUND SOUTHBOUND EASTBOUND

0.893 0.885 0.926

Page 547: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/03/2009 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 1 0 1 2 0 1 3 0 1 3 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 16 17 9 15 16 4 8 53 18 11 66 2 235

11:15 AM 15 32 19 18 23 3 5 43 11 14 72 9 264

11:30 AM 29 27 10 7 21 8 10 70 13 14 74 9 292

11:45 AM 17 28 21 7 18 9 4 68 13 14 67 14 280

12:00 PM 14 26 21 12 20 5 7 66 19 19 63 11 283

12:15 PM 12 42 22 20 16 4 8 73 18 16 76 15 322

12:30 PM 21 30 24 22 23 6 5 58 8 10 75 11 293

12:45 PM 14 27 11 21 21 5 7 73 7 12 61 5 264

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 138 229 137 122 158 44 54 504 107 110 554 76 2233

nb a nb d sb a sb d eb a eb d wb a nb d

504 359 324 375 665 763 740 736

1145 AM

PEAK

VOLUMES = 64 126 88 61 77 24 24 265 58 59 281 51 1178

PEAK HR.

FACTOR: 0.915

CONTROL:

Ford Blvd

3rd St

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-012

Signalized

EASTBOUND

0.914 0.794 0.876

NOON Peak Hr Begins at:

0.914

WESTBOUND

Page 548: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 9/2/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0 1 0 0 1.5 .5 0 1 0

6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 43 44 2 2 11 4 28 21 25 4 1847:15 AM 60 52 4 4 10 5 39 23 31 9 2377:30 AM 83 46 1 3 22 3 40 44 48 15 3057:45 AM 71 40 4 4 17 8 30 21 48 19 2628:00 AM 70 38 7 5 22 1 35 41 47 12 2788:15 AM 82 37 7 9 17 1 23 38 54 12 2808:30 AM 70 41 1 6 18 7 26 54 42 17 2828:45 AM 62 37 7 7 30 6 24 54 50 14 2919:00 AM 9:15 AM 9:30 AM 9:45 AM

10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTALVOLUMES = 541 335 33 40 147 35 0 245 296 0 345 102 2119

nb a nb d sb a sb d eb a eb d wb a nb d909 437 222 443 541 318 447 921

800 AM

PEAKVOLUMES = 284 153 22 27 87 15 0 108 187 0 193 55 1131

PEAK HR.FACTOR: 0.972

CONTROL:

EASTBOUND

0.911 0.750 0.922

Signalized

AM Peak Hr Begins at:

City of Los Angeles

0.939

WESTBOUND

Woods Ave/Beverly Blvd

3rd St/Pomona Blvd 09-5274-017

NORTHBOUND SOUTHBOUND

Page 549: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 9/2/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0 1 0 0 1.5 .5 0 1 0

1:00 PM

1:15 PM

1:30 PM 1:45 PM

2:00 PM 2:15 PM

2:30 PM 2:45 PM

3:00 PM 3:15 PM

3:30 PM 3:45 PM 4:00 PM 38 34 11 9 68 9 93 104 33 11 4104:15 PM 74 21 10 12 45 5 69 121 30 15 402

4:30 PM 39 28 3 12 54 8 78 107 25 9 3634:45 PM 48 26 7 17 55 3 77 113 34 9 3895:00 PM 35 17 5 17 63 5 78 124 34 9 387

5:15 PM 73 28 6 10 67 4 69 121 26 12 4165:30 PM 61 30 5 7 49 2 80 135 34 11 414

5:45 PM 68 55 3 12 62 7 75 98 29 16 4256:00 PM

6:15 PM

6:30 PM 6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 436 239 50 96 463 43 0 619 923 0 245 92 3206

nb a nb d sb a sb d eb a eb d wb a nb d

725 331 602 1386 1542 765 337 724

500 PM

PEAKVOLUMES = 237 130 19 46 241 18 0 302 478 0 123 48 1642

PEAK HR.

FACTOR: 0.966

CONTROL:

EASTBOUND

0.766 0.897 0.907

Signalized

PM Peak Hr Begins at:

City of Los Angeles

0.950

WESTBOUND

Woods Ave/Beverly Blvd

3rd St/Pomona Blvd 09-5274-017

NORTHBOUND SOUTHBOUND

Page 550: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 9/2/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0 1 0 0 1.5 .5 0 1 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 38 25 5 4 17 3 49 63 36 4 244

11:15 AM 39 14 5 8 29 3 59 58 32 8 255

11:30 AM 41 20 8 7 15 8 40 54 38 5 236

11:45 AM 37 23 8 11 29 5 31 61 29 14 248

12:00 PM 61 31 7 14 24 8 55 55 30 7 292

12:15 PM 63 27 6 9 27 6 38 60 25 8 269

12:30 PM 58 29 4 6 24 2 56 43 43 15 280

12:45 PM 36 20 4 9 28 8 45 47 49 16 262

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 373 189 47 68 193 43 0 373 441 0 282 77 2086

nb a nb d sb a sb d eb a eb d wb a nb d

609 266 304 634 814 488 359 698

1200 PM

PEAK

VOLUMES = 218 107 21 38 103 24 0 194 205 0 147 46 1103

PEAK HR.

FACTOR: 0.944

CONTROL:

Woods Ave/Beverly Blvd

3rd St/Pomona Blvd

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-017

Signalized

EASTBOUND

0.874 0.897 0.907

NOON Peak Hr Begins at:

0.742

WESTBOUND

Page 551: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 9/2/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR NRR ST SR EL ET ER WL WT WR TOTAL

LANES: 1

6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 17 55 1 3 54 8 1387:15 AM 20 45 2 1 23 7 987:30 AM 3 15 3 0 12 2 357:45 AM 6 11 2 2 4 6 318:00 AM 7 12 1 1 17 2 408:15 AM 5 22 5 1 17 2 528:30 AM 10 11 3 4 9 7 448:45 AM 4 21 3 0 6 2 369:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTALVOLUMES = 72 192 20 12 142 0 0 0 36 0 0 0 474

nb a nb d sb a sb d eb a eb d wb a nb d284 192 154 178 36 32 0 72

700 AM

PEAKVOLUMES = 46 126 8 6 93 0 0 0 23 0 0 0 302

PEAK HR.FACTOR: 0.547

CONTROL:

EASTBOUND

0.616 0.434 0.719

All movements are to and from the South Leg of Woods Ave.

AM Peak Hr Begins at:

City of Los Angeles

0.000

WESTBOUND

Woods Ave (5th Leg of

loc.17)

. 09-5274-019

NORTHBOUND SOUTHBOUND

Page 552: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 9/2/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR NRR ST SR EL ET ER WL WT WR TOTAL

LANES: 1

1:00 PM

1:15 PM

1:30 PM 1:45 PM

2:00 PM 2:15 PM

2:30 PM 2:45 PM

3:00 PM 3:15 PM

3:30 PM 3:45 PM 4:00 PM 5 18 4 0 16 12 554:15 PM 6 28 8 1 15 3 61

4:30 PM 12 22 9 1 20 15 794:45 PM 13 27 6 1 10 9 665:00 PM 14 22 3 0 20 28 87

5:15 PM 8 17 3 1 15 6 505:30 PM 3 22 6 1 13 2 47

5:45 PM 5 21 7 0 13 3 496:00 PM

6:15 PM

6:30 PM 6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 66 177 46 5 122 0 0 0 78 0 0 0 494

nb a nb d sb a sb d eb a eb d wb a nb d

289 177 127 200 78 51 0 66

415 PM

PEAKVOLUMES = 45 99 26 3 65 0 0 0 55 0 0 0 293

PEAK HR.

FACTOR: 0.842

CONTROL:

EASTBOUND

0.924 0.810 0.491

All movements are to and from the South Leg of Woods Ave.

PM Peak Hr Begins at:

City of Los Angeles

0.000

WESTBOUND

Woods Ave (5th Leg of loc.17)

. 09-5274-019

NORTHBOUND SOUTHBOUND

Page 553: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 9/2/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR NRR ST SR EL ET ER WL WT WR TOTAL

LANES: 1

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 4 23 2 1 13 2 45

11:15 AM 2 18 6 2 11 5 44

11:30 AM 13 33 5 1 12 18 82

11:45 AM 6 16 3 2 18 5 50

12:00 PM 4 14 4 1 9 12 44

12:15 PM 2 12 8 2 15 2 41

12:30 PM 6 17 2 3 15 4 47

12:45 PM 17 26 4 1 19 14 81

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 54 159 34 13 112 0 0 0 62 0 0 0 434

nb a nb d sb a sb d eb a eb d wb a nb d

247 159 125 174 62 47 0 54

1100 AM

PEAK

VOLUMES = 25 90 16 6 54 0 0 0 30 0 0 0 221

PEAK HR.

FACTOR: 0.674

CONTROL:

Woods Ave (5th Leg of loc.17)

.

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-019

All movements are to and from the South Leg of Woods Ave.

EASTBOUND

0.642 0.750 0.417

NOON Peak Hr Begins at:

0.000

WESTBOUND

Page 554: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/02/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 3 0 1 2 0 1 2 0 1 2 0

6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 24 204 12 26 250 3 5 25 7 24 84 54 7187:15 AM 19 170 14 35 188 4 7 33 6 26 102 74 6787:30 AM 15 170 9 19 165 5 2 54 12 33 109 71 6647:45 AM 10 164 7 38 203 11 4 35 12 29 84 59 6568:00 AM 19 137 16 25 164 5 6 49 12 36 111 58 6388:15 AM 6 177 16 28 175 8 4 34 16 29 105 52 6508:30 AM 19 156 13 46 159 7 18 45 21 33 118 65 7008:45 AM 18 178 14 45 214 10 6 55 20 29 90 47 7269:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTALVOLUMES = 130 1356 101 262 1518 53 52 330 106 239 803 480 5430

nb a nb d sb a sb d eb a eb d wb a nb d1587 1888 1833 1863 488 693 1522 986

700 AM

PEAKVOLUMES = 68 708 42 118 806 23 18 147 37 112 379 258 2716

PEAK HR.FACTOR: 0.946

CONTROL:

EASTBOUND

0.852 0.849 0.743

Signalized

AM Peak Hr Begins at:

City of Los Angeles

0.879

WESTBOUND

Atlantic Blvd

Beverly Blvd 09-5274-018

NORTHBOUND SOUTHBOUND

Page 555: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/02/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 3 0 1 2 0 1 2 0 1 2 0

1:00 PM

1:15 PM

1:30 PM 1:45 PM

2:00 PM 2:15 PM

2:30 PM 2:45 PM

3:00 PM 3:15 PM

3:30 PM 3:45 PM 4:00 PM 16 207 39 79 235 11 11 170 17 30 63 43 9214:15 PM 25 181 30 67 214 11 4 173 27 38 71 51 892

4:30 PM 16 229 29 71 247 8 8 144 33 30 61 47 9234:45 PM 12 186 26 58 206 5 5 185 12 39 62 41 8375:00 PM 13 186 21 76 250 7 8 175 25 28 86 56 931

5:15 PM 21 222 32 77 218 7 2 170 14 26 91 44 9245:30 PM 12 211 26 80 248 9 9 164 14 32 70 53 928

5:45 PM 19 194 23 67 199 13 4 134 18 24 63 45 8036:00 PM

6:15 PM

6:30 PM 6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 134 1616 226 575 1817 71 51 1315 160 247 567 380 7159

nb a nb d sb a sb d eb a eb d wb a nb d

1976 2047 2463 2224 1526 2116 1194 772

445 PM

PEAKVOLUMES = 58 805 105 291 922 28 24 694 65 125 309 194 3620

PEAK HR.

FACTOR: 0.972

CONTROL:

EASTBOUND

0.880 0.921 0.941

Signalized

PM Peak Hr Begins at:

City of Los Angeles

0.924

WESTBOUND

Atlantic Blvd

Beverly Blvd 09-5274-018

NORTHBOUND SOUTHBOUND

Page 556: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/02/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 3 0 1 2 0 1 2 0 1 2 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 15 161 21 42 188 6 6 63 25 32 58 42 659

11:15 AM 25 177 23 54 227 11 5 49 21 25 43 49 709

11:30 AM 22 196 21 46 202 14 13 67 22 24 62 62 751

11:45 AM 23 176 25 58 211 13 13 52 21 25 44 52 713

12:00 PM 21 171 15 45 214 12 7 61 17 38 73 60 734

12:15 PM 13 193 19 49 250 13 8 59 27 35 66 62 794

12:30 PM 17 208 18 61 217 12 7 68 15 38 70 50 781

12:45 PM 16 145 20 38 193 16 12 66 10 28 47 52 643

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 152 1427 162 393 1702 97 71 485 158 245 463 429 5784

nb a nb d sb a sb d eb a eb d wb a nb d

1741 1927 2192 2105 714 1040 1137 712

1145 AM

PEAK

VOLUMES = 74 748 77 213 892 50 35 240 80 136 253 224 3022

PEAK HR.

FACTOR: 0.952

CONTROL:

Atlantic Blvd

Beverly Blvd

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-018

Signalized

EASTBOUND

0.925 0.925 0.944

NOON Peak Hr Begins at:

0.896

WESTBOUND

Page 557: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/17/2008 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 2 0 1 2 0 1 2 0 1 2 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 21 69 10 38 57 34 12 119 16 8 148 61 593

7:15 AM 29 113 10 43 90 36 20 129 15 14 152 59 710

7:30 AM 23 146 25 64 123 35 22 162 26 18 148 59 851

7:45 AM 21 141 12 64 129 20 20 172 16 18 162 62 837

8:00 AM 44 86 19 55 97 28 14 118 13 13 148 52 687

8:15 AM 28 67 21 44 60 15 18 118 14 9 141 38 573

8:30 AM 18 50 8 41 67 18 14 102 10 11 120 40 499

8:45 AM 24 68 10 24 58 20 28 116 21 10 160 28 567

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 208 740 115 373 681 206 148 1036 131 101 1179 399 5317

669 794 784 572 727 873 905 846

1063 1287 1260 913 1315 1524 1679 1593

715 AM

PEAK

VOLUMES = 117 486 66 226 439 119 76 581 70 63 610 232 3085

PEAK HR.

FACTOR: 0.906

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.862 0.883 0.865

08-2294-005

AM Peak Hr Begins at:

City of Los Angeles

0.935

WESTBOUND

Eastern Ave

Ceasar Chavez Ave

Page 558: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/17/2008 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 2 0 1 2 0 1 2 0 1 2 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 22 82 21 57 99 27 27 165 28 17 137 34 7164:15 PM 29 88 17 43 113 16 28 163 16 6 130 33 6824:30 PM 34 83 9 28 85 8 28 124 18 8 109 20 5544:45 PM 30 64 14 45 73 15 24 146 23 15 147 18 6145:00 PM 29 103 14 72 140 14 29 176 25 13 143 36 794

5:15 PM 31 123 21 53 105 20 24 188 28 10 173 40 8165:30 PM 35 104 17 47 109 28 28 181 19 10 149 35 762

5:45 PM 30 113 15 39 115 19 22 181 22 14 150 34 7546:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 240 760 128 384 839 147 210 1324 179 93 1138 250 5692

635 691 761 610 923 1004 807 821

1128 1220 1370 1111 1713 1836 1481 1525500 PM

PEAK

VOLUMES = 125 443 67 211 469 81 103 726 94 47 615 145 3126

PEAK HR.FACTOR: 0.958

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.907 0.842 0.961

08-2294-005

PM Peak Hr Begins at:

City of Los Angeles

0.905

WESTBOUND

Eastern Ave

Ceasar Chavez Ave

Page 559: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/01/2009 LOCATION:

E-W STREET: DAY: TUESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 2 0 1 2 0 1 2 0 1 2 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 15 58 17 32 41 20 19 127 15 20 123 33 520

11:15 AM 21 72 7 45 67 27 26 103 10 17 106 37 538

11:30 AM 30 57 24 38 50 17 27 135 16 12 98 31 535

11:45 AM 12 61 19 56 71 22 24 148 28 17 113 47 618

12:00 PM 25 71 21 34 59 23 31 134 13 20 135 39 605

12:15 PM 31 75 15 35 62 27 23 117 22 20 154 47 628

12:30 PM 23 61 21 48 56 29 19 145 19 16 138 30 605

12:45 PM 29 60 27 36 67 24 33 123 16 17 114 50 596

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 186 515 151 324 473 189 202 1032 139 139 981 314 4645

nb a nb d sb a sb d eb a eb d wb a nb d

852 1031 986 751 1373 1507 1434 1356

1145 AM

PEAK

VOLUMES = 91 268 76 173 248 101 97 544 82 73 540 163 2456

PEAK HR.

FACTOR: 0.978

CONTROL:

Eastern Ave

Cesar Chavez Ave

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-005

Signalized

EASTBOUND

0.899 0.876 0.904

NOON Peak Hr Begins at:

0.878

WESTBOUND

Page 560: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/18/2008 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0 1 0 0 2 0 0 2 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 1 1 1 9 4 1 5 156 3 1 212 8 402

7:15 AM 1 1 3 14 0 9 6 154 6 4 212 10 420

7:30 AM 1 0 8 11 3 15 6 220 1 4 218 11 498

7:45 AM 2 0 10 13 3 7 7 234 7 13 207 16 519

8:00 AM 1 1 7 13 3 9 4 188 9 6 221 16 478

8:15 AM 6 1 5 15 3 3 5 180 13 9 199 6 445

8:30 AM 3 0 11 15 3 8 7 151 2 7 161 12 380

8:45 AM 2 4 6 10 1 3 4 142 8 3 151 8 342

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 17 8 51 100 20 55 44 1425 49 47 1581 87 3484

42 73 98 74 874 904 926 889

76 139 175 116 1518 1576 1715 1653

730 AM

PEAK

VOLUMES = 10 2 30 52 12 34 22 822 30 32 845 49 1940

PEAK HR.

FACTOR: 0.934

CONTROL: 2-Way stop n/s

08-2294-006

AM Peak Hr Begins at:

City of Los Angeles

0.953

WESTBOUND

Humphreys ave

Ceasar Chavez Ave

NORTHBOUND SOUTHBOUND EASTBOUND

0.875 0.845 0.881

Page 561: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/18/2008 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 1 0 0 2 0 0 2 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 1 0 8 12 3 11 9 177 2 6 194 17 4404:15 PM 1 0 4 12 3 15 10 214 4 3 154 13 4334:30 PM 2 1 9 13 1 8 10 225 3 6 181 18 4774:45 PM 3 1 6 17 1 11 10 229 1 2 181 9 4715:00 PM 1 0 13 13 1 8 9 273 1 9 168 16 512

5:15 PM 0 2 4 7 3 6 9 224 1 5 187 8 4565:30 PM 2 3 8 5 4 14 6 201 4 6 169 7 429

5:45 PM 0 1 6 11 4 11 4 190 2 4 155 5 3936:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 10 8 58 90 20 84 67 1733 18 41 1389 93 3611

42 93 89 34 995 1033 790 756

76 168 194 79 1818 1881 1523 1483430 PM

PEAK

VOLUMES = 6 4 32 50 6 33 38 951 6 22 717 51 1916

PEAK HR.FACTOR: 0.936

CONTROL: 2-Way stop n/s

08-2294-006

PM Peak Hr Begins at:

City of Los Angeles

0.963

WESTBOUND

Humphreys ave

Ceasar Chavez Ave

NORTHBOUND SOUTHBOUND EASTBOUND

0.750 0.767 0.879

Page 562: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 9/2/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0 1 0 0 2 0 0 2 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 0 0 1 9 0 6 6 154 2 1 138 6 323

11:15 AM 0 3 6 11 2 8 8 167 7 2 143 7 364

11:30 AM 1 0 3 9 3 8 5 142 2 2 160 6 341

11:45 AM 0 1 4 23 0 10 11 180 3 6 129 8 375

12:00 PM 0 1 6 23 2 6 13 202 1 10 147 12 423

12:15 PM 1 3 1 18 3 10 3 169 5 7 184 13 417

12:30 PM 1 1 5 12 2 15 4 161 3 1 204 13 422

12:45 PM 0 0 7 9 2 11 8 185 2 2 165 6 397

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 3 9 33 114 14 74 58 1360 25 31 1270 71 3062

nb a nb d sb a sb d eb a eb d wb a nb d

45 138 202 70 1443 1507 1372 1347

1200 PM

PEAK

VOLUMES = 2 5 19 62 9 42 28 717 11 20 700 44 1659

PEAK HR.

FACTOR: 0.980

CONTROL:

Humphreys Ave

Cesar Chavez Ave

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-007

2-way stop(N/S)

EASTBOUND

0.929 0.911 0.875

NOON Peak Hr Begins at:

0.876

WESTBOUND

Page 563: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/19/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 2 0 0 1 0 0 2 0 0 2 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 100 55 8 3 21 37 4 110 4 1 146 3 492

7:15 AM 59 28 23 10 19 71 12 82 20 0 171 6 501

7:30 AM 72 43 30 3 31 58 11 126 21 3 154 12 564

7:45 AM 73 44 44 15 41 61 10 133 30 5 148 8 612

8:00 AM 61 53 17 13 29 49 10 108 22 5 205 12 584

8:15 AM 61 40 23 9 26 48 17 82 22 6 168 14 516

8:30 AM 71 39 17 10 18 41 16 87 17 4 118 15 453

8:45 AM 41 27 13 6 17 25 10 101 10 2 113 3 368

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 538 329 175 69 202 390 90 829 146 26 1223 73 4090

561 274 383 241 592 603 740 1158

1042 492 661 374 1065 1073 1322 2151

730 AM

PEAK

VOLUMES = 267 180 114 40 127 216 48 449 95 19 675 46 2276

PEAK HR.

FACTOR: 0.930

CONTROL: Signalized

08-2294-007

AM Peak Hr Begins at:

City of Los Angeles

0.833

WESTBOUND

Ford Blvd

Ceasar Chavez Ave

NORTHBOUND SOUTHBOUND EASTBOUND

0.871 0.818 0.855

Page 564: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/19/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 2 0 0 1 0 0 2 0 0 2 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 44 41 15 5 44 73 10 126 9 2 113 14 4964:15 PM 52 36 17 11 64 67 15 155 13 1 122 5 5584:30 PM 42 46 29 17 27 84 9 147 10 2 136 11 5604:45 PM 60 33 19 15 42 89 19 158 15 3 123 12 5885:00 PM 49 35 26 19 62 80 16 159 6 7 160 7 626

5:15 PM 37 42 11 8 62 70 15 190 22 5 126 11 5995:30 PM 62 49 19 24 56 66 15 165 9 4 115 9 593

5:45 PM 45 40 29 16 42 70 7 178 8 1 144 6 5866:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 391 322 165 115 399 599 106 1278 92 25 1039 75 4606

442 263 593 293 789 813 582 1037

878 503 1113 516 1476 1558 1139 2029445 PM

PEAK

VOLUMES = 208 159 75 66 222 305 65 672 52 19 524 39 2406

PEAK HR.FACTOR: 0.961

CONTROL: Signalized

08-2294-007

PM Peak Hr Begins at:

City of Los Angeles

0.836

WESTBOUND

Ford Blvd

Ceasar Chavez Ave

NORTHBOUND SOUTHBOUND EASTBOUND

0.850 0.921 0.869

Page 565: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/03/2009 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 2 0 0 1 0 0 2 0 0 2 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 15 58 17 32 41 20 19 127 15 20 123 33 520

11:15 AM 21 72 7 45 67 27 26 103 10 17 106 37 538

11:30 AM 30 57 24 38 50 17 27 135 16 12 98 31 535

11:45 AM 12 61 19 56 71 22 24 148 28 17 113 47 618

12:00 PM 25 71 21 34 59 23 31 134 13 20 135 39 605

12:15 PM 31 75 15 35 62 27 23 117 22 20 154 47 628

12:30 PM 23 61 21 48 56 29 19 145 19 16 138 30 605

12:45 PM 29 60 27 36 67 24 33 123 16 17 114 50 596

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 186 515 151 324 473 189 202 1032 139 139 981 314 4645

nb a nb d sb a sb d eb a eb d wb a nb d

852 1031 986 751 1373 1507 1434 1356

1145 AM

PEAK

VOLUMES = 91 268 76 173 248 101 97 544 82 73 540 163 2456

PEAK HR.

FACTOR: 0.978

CONTROL:

Ford Blvd

Cesar Chavez Ave

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-013

Signalized

EASTBOUND

0.899 0.876 0.904

NOON Peak Hr Begins at:

0.878

WESTBOUND

Page 566: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 05/29/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 0.5 0.5 0 0 1 0 0 1 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 0 11 24 8 17 114 3 1 70 248

7:15 AM 1 15 34 8 13 132 4 2 95 304

7:30 AM 1 15 39 12 19 137 7 3 114 347

7:45 AM 2 8 58 8 21 146 7 9 103 362

8:00 AM 2 11 50 8 21 104 3 4 99 302

8:15 AM 1 11 38 14 11 122 5 3 97 302

8:30 AM 2 5 46 12 16 99 3 8 80 271

8:45 AM 0 12 47 12 8 96 3 2 58 238

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 9 0 88 336 82 126 0 950 35 32 716 0 2374

55 0 291 75 540 749 429 491

97 0 544 149 985 1374 748 851

715 AM

PEAK

VOLUMES = 6 0 49 181 36 74 0 519 21 18 411 0 1315

PEAK HR.

FACTOR: 0.908

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.859 0.836 0.882

08-2233-051

AM Peak Hr Begins at:

City of Los Angeles

0.917

WESTBOUND

SB 710 Off-Ramp

to Floral Dr

Page 567: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 05/29/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0.5 0.5 0 0 1 0 0 1 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 3 17 34 16 10 138 2 10 115 3454:15 PM 1 12 44 13 14 131 8 6 114 3434:30 PM 3 12 48 18 19 139 5 6 109 3594:45 PM 0 11 35 17 19 133 6 9 120 3505:00 PM 1 10 29 16 16 160 6 3 129 370

5:15 PM 0 14 37 11 7 153 4 7 119 3525:30 PM 3 13 47 10 29 128 3 7 122 362

5:45 PM 2 11 53 8 25 121 4 5 116 3456:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 13 0 100 327 109 139 0 1103 38 53 944 0 2826

52 0 273 99 593 770 516 565

113 0 575 200 1141 1530 997 1096445 PM

PEAK

VOLUMES = 4 0 48 148 54 71 0 574 19 26 490 0 1434

PEAK HR.FACTOR: 0.969

CONTROL: Signalized

NORTHBOUND SOUTHBOUND EASTBOUND

0.813 0.794 0.893

08-2233-051

PM Peak Hr Begins at:

City of Los Angeles

0.977

WESTBOUND

SB 710 Off-Ramp

to Floral Dr

Page 568: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/03/2009 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 1 0 1 0.5 0.5 0 1 0 0 1 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 2 17 40 10 11 0 87 2 4 70 0 243

11:15 AM 2 13 49 9 31 0 127 4 8 71 0 314

11:30 AM 1 16 41 12 18 0 143 3 3 85 0 322

11:45 AM 0 19 53 11 23 0 105 2 6 92 1 312

12:00 PM 0 11 46 9 21 0 118 12 4 110 0 331

12:15 PM 1 11 41 13 12 0 102 4 9 100 0 293

12:30 PM 0 18 44 10 24 1 131 2 11 99 0 340

12:45 PM 4 17 60 7 16 0 114 7 3 93 0 321

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 10 0 122 374 81 156 1 927 36 48 720 1 2476

nb a nb d sb a sb d eb a eb d wb a nb d

132 2 611 165 964 1423 769 886

1200 PM

PEAK

VOLUMES = 5 0 57 191 39 73 1 465 25 27 402 0 1285

PEAK HR.

FACTOR: 0.945

CONTROL:

Humphreys Ave-I-710 SB

Ramps

Floral Dr

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-014

Signalized

EASTBOUND

0.738 0.913 0.916

NOON Peak Hr Begins at:

0.941

WESTBOUND

Page 569: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/19/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 2 2 0

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 13 32 219 20 284

7:15 AM 28 36 234 42 340

7:30 AM 25 41 258 31 355

7:45 AM 33 46 271 40 390

8:00 AM 24 49 280 48 401

8:15 AM 14 49 269 41 373

8:30 AM 25 43 248 33 349

8:45 AM 30 47 211 39 327

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 0 0 0 0 0 0 192 343 0 0 1990 294 2819

0 256 0 0 281 185 1238 1078

0 486 0 0 535 343 2284 1990

730 AM

PEAK

VOLUMES = 0 0 0 0 0 0 96 185 0 0 1078 160 1519

PEAK HR.

FACTOR: 0.947

CONTROL: No Control

08-2294-008

AM Peak Hr Begins at:

City of Los Angeles

0.944

WESTBOUND

I-710 SB

Ramona Blvd (On)

NORTHBOUND SOUTHBOUND EASTBOUND

0.000 0.000 0.889

Page 570: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 6/19/2008 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 2 2 0

1:00 PM

1:15 PM

1:30 PM

1:45 PM 2:00 PM

2:15 PM 2:30 PM

2:45 PM 3:00 PM

3:15 PM 3:30 PM

3:45 PM

4:00 PM 57 86 161 30 3344:15 PM 64 85 137 17 3034:30 PM 75 82 169 20 3464:45 PM 76 96 184 17 3735:00 PM 93 120 200 26 439

5:15 PM 58 90 144 31 3235:30 PM 34 98 170 14 316

5:45 PM 38 75 192 15 3206:00 PM

6:15 PM 6:30 PM

6:45 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 0 0 0 0 0 0 495 732 0 0 1357 170 2754

0 396 0 0 690 388 791 697

0 665 0 0 1227 732 1527 1357430 PM

PEAK

VOLUMES = 0 0 0 0 0 0 302 388 0 0 697 94 1481

PEAK HR.FACTOR: 0.843

CONTROL: No Control

08-2294-008

PM Peak Hr Begins at:

City of Los Angeles

0.875

WESTBOUND

I-710 SB

Ramona Blvd (On)

NORTHBOUND SOUTHBOUND EASTBOUND

0.000 0.000 0.810

Page 571: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/03/2009 LOCATION:

E-W STREET: DAY: THURSDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 0 0 0 0 0 0 1 2 0 0 2 0

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 35 45 94 16 190

11:15 AM 41 42 109 25 217

11:30 AM 44 65 108 21 238

11:45 AM 36 58 115 19 228

12:00 PM 39 70 112 21 242

12:15 PM 35 75 127 16 253

12:30 PM 38 63 146 17 264

12:45 PM 37 39 127 26 229

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 0 0 0 0 0 0 305 457 0 0 938 161 1861

nb a nb d sb a sb d eb a eb d wb a nb d

0 466 0 0 762 457 1099 938

1200 PM

PEAK

VOLUMES = 0 0 0 0 0 0 149 247 0 0 512 80 988

PEAK HR.

FACTOR: 0.936

CONTROL:

City of Los Angeles

09-5274-015

EASTBOUND

0.000 0.000 0.000

NOON Peak Hr Begins at:

0.000

WESTBOUND

I-710 SB Ramps

Ramona Blvd

NORTHBOUND SOUTHBOUND

Page 572: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by: National Data & Surveying Services

N-S STREET: Ramona Blvd (nr Eastern) DATE: 6/18/2008 LOCATION: City of Los Angeles

E-W STREET: I-10 DAY: WEDNESDAY PROJECT# 08-2294-009

NL NT NR NRR SL ST SR SLL EL ET ER ETT WLL WL WT WR WTT TOTAL

LANES: 1 3 0 1 2 0 0.5 1.5 1 1 1 1

6:00 AM

6:15 AM

6:30 AM

6:45 AM

7:00 AM 13 104 48 2 23 56 30 0 59 9 12 0 1 42 4 34 0 435

7:15 AM 8 92 62 3 50 69 44 0 86 19 27 1 1 45 1 33 0 537

7:30 AM 16 184 47 5 33 90 57 0 118 67 14 1 1 44 0 41 0 712

7:45 AM 12 153 64 5 55 78 36 0 135 76 9 1 1 32 1 41 0 693

8:00 AM 10 113 47 8 48 85 55 0 92 67 23 0 2 33 1 39 0 615

8:15 AM 16 109 42 0 40 78 49 0 67 56 20 0 1 21 2 32 1 533

8:30 AM 8 84 38 2 20 67 46 0 83 43 11 0 1 26 1 38 0 466

8:45 AM 7 86 37 0 28 69 38 0 65 21 12 0 1 25 1 38 0 428

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM

11:15 AM

11:30 AM

11:45 AM

TOTAL NL NT NR NRR SL ST SR SLL EL ET ER ETT WLL WL WT WR WTT TOTAL

VOLUMES = 90 925 385 297 592 355 705 358 128 268 11 296 4410

25 0 3 9 1

715 AM

PEAK

VOLUMES = 46 542 220 186 322 192 431 229 73 154 3 154 2552

PEAK HR. 0.719 0.736 0.859 0.845 0.894 0.842 0.798 0.753 0.676 0.856 0.750 0.939

FACTOR: 0.898

CONTROL: Signalized

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.915

AM Peak Hr Begins at:

0.818 0.931 0.833

Page 573: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by: National Data & Surveying Services

N-S STREET: Ramona Blvd (nr Eastern) DATE: 6/18/2008 LOCATION: City of Los Angeles

E-W STREET: I-10 DAY: WEDNESDAY PROJECT# 08-2294-009

NL NT NR NRR SL ST SR SLL EL ET ER ETT WLL WL WT WR WTT TOTAL

LANES: 1 3 0 1 2 0 0.5 1.5 1 1 1 1

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM 2 124 51 2 15 79 25 0 79 27 9 0 2 32 0 46 0 491

4:15 PM 5 140 50 3 20 51 34 1 79 17 15 0 0 36 4 45 0 496

4:30 PM 6 141 61 1 34 89 35 0 53 27 15 2 0 32 0 59 0 552

4:45 PM 6 165 58 11 21 80 41 0 60 15 7 0 1 53 3 46 0 556

5:00 PM 6 191 83 1 17 71 49 0 69 15 8 0 1 53 1 74 0 638

5:15 PM 4 153 52 2 32 87 44 0 132 32 6 0 3 39 1 69 0 654

5:30 PM 6 160 57 2 22 81 32 0 111 30 5 0 0 39 1 54 0 598

5:45 PM 7 146 46 3 33 76 48 0 86 23 4 0 2 45 1 31 0 548

6:00 PM

6:15 PM

6:30 PM

6:45 PM

7:00 PM

7:15 PM

TOTAL NL NT NR NRR SL ST SR SLL EL ET ER ETT WLL WL WT WR WTT TOTAL

VOLUMES = 42 1220 458 194 614 308 669 186 69 329 11 424 4524

25 1 2 9 0

445 PM

PEAK

VOLUMES = 22 669 250 92 319 166 372 92 26 184 6 243 2441

PEAK HR. 0.917 0.876 0.753 0.719 0.917 0.847 0.705 0.719 0.813 0.868 0.500 0.520

FACTOR: 0.935

CONTROL: Signalized

WESTBOUND NORTHBOUND SOUTHBOUND EASTBOUND

0.846

AM Peak Hr Begins at:

0.840 0.885 0.721

Page 574: FINAL TECHNICAL APPENDICESmedia.metro.net/projects_studies/I710/images/tech... · WBS ID: 160.10.35-040 Prepared for Los Angeles County Metropolitan Transportation Authority January

Intersection Turning MovementPrepared by:

National Data & Surveying Services

N-S STREET: DATE: 09/02/2009 LOCATION:

E-W STREET: DAY: WEDNESDAY PROJECT#

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

LANES: 1 3 1 1 2 0 1 1.5 .5 1 1 1

9:00 AM

9:15 AM

9:30 AM

9:45 AM

10:00 AM

10:15 AM

10:30 AM

10:45 AM

11:00 AM 10 92 29 26 57 43 46 19 19 28 2 28 399

11:15 AM 10 106 30 19 71 47 53 21 27 26 5 37 452

11:30 AM 8 95 38 21 85 31 51 18 26 31 3 44 451

11:45 AM 8 94 46 35 78 47 62 22 27 34 11 34 498

12:00 PM 12 111 36 31 65 47 62 25 35 34 5 68 531

12:15 PM 12 112 45 40 73 46 52 19 26 33 3 67 528

12:30 PM 16 105 45 41 80 40 71 31 32 51 5 44 561

12:45 PM 10 103 39 36 88 48 59 27 24 46 7 34 521

1:00 PM

1:15 PM

1:30 PM

1:45 PM

2:00 PM

2:15 PM

2:30 PM

2:45 PM

3:00 PM

3:15 PM

3:30 PM

3:45 PM

4:00 PM

4:15 PM

4:30 PM

4:45 PM

5:00 PM

TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL

VOLUMES = 86 818 308 249 597 349 456 182 216 283 41 356 3941

nb a nb d sb a sb d eb a eb d wb a nb d

1212 1630 1195 1096 854 739 680 476

1200 PM

PEAK

VOLUMES = 50 431 165 148 306 181 244 102 117 164 20 213 2141

PEAK HR.

FACTOR: 0.954

CONTROL:

Eastern Ave

Ramona Blvd/Rogers St/I-10

Ramps

NORTHBOUND SOUTHBOUND

City of Los Angeles

09-5274-008

Signalized

EASTBOUND

0.956 0.923 0.864

NOON Peak Hr Begins at:

0.928

WESTBOUND


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