348
Draft Environmental Impact Report Appendix E Traffic Study Appendices Campus Master Plan Update California State University, Long Beach January 2008
Draft
Environmental Impact Report
Appendix E Traffic Study Appendices
Campus Master Plan Update
California State University, Long Beach
January 2008
Appendix E Traffic Study Appendices
TRAFFIC IMPACT STUDY
FOR THE
CALIFORNIA STATE UNIVERSITY LONG BEACH
MASTER PLAN
TECHNICAL APPENDIX
LONG BEACH, CALIFORNIA
OCTOBER 2007
PREPARED FOR
HDR Engineering, Inc.
PREPARED BY
TRAFFIC IMPACT STUDY FOR THE
CALIFORNIA STATE UNIVERSITY, LONG BEACH
MASTER PLAN TECHNICAL APPENDIX
LONG BEACH, CALIFORNIA
October 2007
Prepared for:
HDR ENGINEERING, INC.
Prepared by:
FEHR & PEERS/KAKU ASSOCIATES 201 Santa Monica Boulevard, Suite 500
Santa Monica, California 90401 (310) 458-9916
Ref: 2133
APPENDIX A
INTERSECTION LANE CONFIGURATIONS
Same As Existing
Same As Existing
Same As Existing
Same As Existing
Same As Existing
Same As Existing
CONDITIONSFUTURE
Anaheim Rd/Palo Verde Av &1.
Palo Verde Av
EXISTINGCONDITIONS
Atherton St
Beach Dr
2.Los Coyotes Diagonal
4.
3.I-405 NB Ramps
6.
5.
Beach Dr
Atherton St
I-405 SB Off-Ramp &
Stearns StStearns St
Anaheim Rd
Bellflower Bl &
Bellflower Bl
Bellflower Bl &
Bellflower Bl
Bellflower Bl &
Bellflower Bl
Bellflower Bl &
Bellflower Bl
State University Dr
Los CoyotesDiagonal
StateUniversity Dr
I-405 SB Off-Ramp
Stop Controlled
LEGEND
I-405 NBRamps
INTERSECTION LANE CONFIGURATIONS
CONDITIONSFUTUREEXISTING
CONDITIONS
12.
11.
10.
9.
8.
7.
Rendina St
Parking StructurePalo Verde Av &
Rendina St
Palo Verde Av
W Campus Rd
W Campus Rd &
Pacific Coast Hwy &
Pacific Coast Hwy
Pacific Coast Hwy
Bellflower Bl
7th StBellflower Bl & 7th St
Same As Existing
Same As Existing
Same As Existing
Same As Existing
Same As Existing
Same As Existing
Bellflower Bl
Bellflower Bl &
7th St7th St
7th St7th St
Palo Verde Av &
Palo Verde Av
PacificCoast Hwy
ParkingStructure
Stop Controlled
LEGEND
INTERSECTION LANE CONFIGURATIONS
CONDITIONSFUTUREEXISTING
CONDITIONS
Stop Controlled
LEGEND
18.
17.
16.
15.
14.
13.
Same As Existing
Same As Existing
Same As Existing
Same As Existing
Same As Existing
Same As Existing
Earl Warren Dr &
Atherton StMerriam Wy/Fanwood Av &
Stearns St
Atherton St
Woodruff Av
Stearns St
Merriam Wy
Earl Warren Dr
Woodruff Av
I-405 NB Ramps
Palo Verde Av &
Palo Verde Av
Atherton StAtherton St
Palo Verde Av &
Palo Verde Av
Palo Verde Av &
Palo Verde Av
Palo Verde Av &
Palo Verde Av
Atherton StAtherton St
I-405 NBRamps
Fanwood Av
ONLY
INTERSECTION LANE CONFIGURATIONS
CONDITIONSFUTUREEXISTING
CONDITIONS
24.
23.
Beach DrEarl Warren Dr &
Anaheim Rd
Beach Dr
Anaheim Rd
22.
21.
20.
19.
I-405 SB Off-Ramp
Studebaker Rd &
Studebaker Rd
Studebaker Rd &
Same As Existing
Same As Existing
Same As Existing
Same As Existing
Same As Existing
Same As Existing
Atherton StAtherton St
SR 22 EB Ramps
Studebaker Rd
Studebaker Rd &
Studebaker Rd
I-405 NB On-RampStudebaker Rd &
Studebaker Rd
Studebaker Rd &
Studebaker Rd
I-405 SB
I-405 NB
Off-Ramp
On-Ramp
Earl Warren Dr
Stop Controlled
LEGEND
Free Flow
SR 22 EBRamps
ONLY
INTERSECTION LANE CONFIGURATIONS
CONDITIONSFUTUREEXISTING
CONDITIONS
27.
26.
25.
Same As Existing
Same As Existing
Same As Existing
Stop Controlled
LEGEND
Bellflower Bl &Los Coyotes Diagonal
E Campus Rd &7th St
Merriam Wy &Beach Dr
Beach Dr
Merriam Wy
7th St
E Campus Rd
Bellflower Bl
28. Same As ExistingPacific Coast Hwy &2nd St
2nd St
Pacific Coast Hwy
29. Same As ExistingStudebaker Rd &SR 22 EB Ramps
Studebaker Rd
Los CoyotesDiagonal
Free Flow
SR 22 EBRamps
INTERSECTION LANE CONFIGURATIONS
APPENDIX B
TRAFFIC COUNT DATA SHEETS
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: WEDNESDAY MARCH 21, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S BELLFLOWER BOULEVARD
E/W SPRING STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 43 260 18 15 333 34 14 129 34 21 79 11 991 715-815 106715-730 38 224 27 18 383 38 10 176 46 20 110 18 1108730-745 45 292 27 26 398 56 24 223 43 29 164 24 1351 190 1087 99 1541745-800 62 307 25 42 397 58 18 209 58 32 108 14 1330800-815 45 264 20 20 363 42 22 194 48 30 88 18 1154 194815-830 23 272 18 27 317 47 20 217 36 20 90 11 1098830-845 19 224 14 16 318 33 27 195 50 27 112 20 1055845-900 21 204 16 14 212 39 33 143 42 31 104 22 881 74HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 SPRING STREET 470 195 802 74TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 188 1083 97 101 1511 186 66 737 181 102 461 67 4780 111715-815 190 1087 99 106 1541 194 74 802 195 111 470 74 4943 BELLFLOWER BOULEVA730-830 175 1135 90 115 1475 203 84 843 185 111 450 67 4933745-845 149 1067 77 105 1395 180 87 815 192 109 398 63 4637800-900 108 964 68 77 1210 161 102 749 176 108 394 71 4188
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 16 199 31 35 188 54 42 286 33 41 263 19 1207 445-545 181415-430 23 218 21 40 182 57 36 278 32 35 262 26 1210430-445 19 200 28 38 153 53 33 306 42 42 231 34 1179 65 824 124 679445-500 14 212 34 47 177 43 44 331 33 44 283 37 1299500-515 19 223 30 48 151 45 28 266 41 31 288 33 1203 198515-530 17 172 35 42 182 48 43 348 29 36 346 25 1323530-545 15 217 25 44 169 62 50 345 35 38 285 42 1327545-600 10 190 22 56 172 66 34 314 48 41 243 35 1231 137HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 SPRING STREET 1202 138 1290 165TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 72 829 114 160 700 207 155 1201 140 162 1039 116 4895 149415-515 75 853 113 173 663 198 141 1181 148 152 1064 130 4891 BELLFLOWER BOULEVA430-530 69 807 127 175 663 189 148 1251 145 153 1148 129 5004445-545 65 824 124 181 679 198 165 1290 138 149 1202 137 5152500-600 61 802 112 190 674 221 155 1273 153 146 1162 135 5084
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: WEDNESDAY MARCH 21, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S LOS COYOTES BOULEVARD
E/W I-405 SB OFF-RAMPCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 8 0 150 65 200 0 0 0 0 0 233 0 656 715-815 201715-730 11 0 231 55 251 0 0 0 0 0 285 0 833730-745 27 0 286 51 275 0 0 0 0 0 296 0 935 83 0 954 1056745-800 29 0 235 42 277 0 0 0 0 0 284 0 867800-815 16 0 202 53 253 0 0 0 0 0 235 0 759 0815-830 18 0 213 68 188 0 0 0 0 0 220 0 707830-845 17 0 224 41 172 0 0 0 0 0 213 0 667845-900 8 0 216 39 160 0 0 0 0 0 164 0 587 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 SB OFF-RA 1100 0 0 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 75 0 902 213 1003 0 0 0 0 0 1098 0 3291 0715-815 83 0 954 201 1056 0 0 0 0 0 1100 0 3394 LOS COYOTES BOULEVA730-830 90 0 936 214 993 0 0 0 0 0 1035 0 3268745-845 80 0 874 204 890 0 0 0 0 0 952 0 3000800-900 59 0 855 201 773 0 0 0 0 0 832 0 2720
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 30 0 187 62 183 0 0 0 0 0 245 0 707 445-545 182415-430 51 0 172 55 193 0 0 0 0 0 246 0 717430-445 25 0 197 69 206 0 0 0 0 0 290 0 787 105 0 800 863445-500 29 0 265 63 234 0 0 0 0 0 296 0 887500-515 26 0 162 40 215 0 0 0 0 0 320 0 763 0515-530 28 0 173 30 207 0 0 0 0 0 316 0 754530-545 22 0 200 49 207 0 0 0 0 0 363 0 841545-600 30 0 215 38 217 0 0 0 0 0 297 0 797 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 SB OFF-RA 1295 0 0 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 135 0 821 249 816 0 0 0 0 0 1077 0 3098 0415-515 131 0 796 227 848 0 0 0 0 0 1152 0 3154 LOS COYOTES BOULEVA430-530 108 0 797 202 862 0 0 0 0 0 1222 0 3191445-545 105 0 800 182 863 0 0 0 0 0 1295 0 3245500-600 106 0 750 157 846 0 0 0 0 0 1296 0 3155
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: WEDNESDAY MARCH 21, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S BELLFLOWER BOULEVARD
E/W I-405 NB OFF-RAMPCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 0 248 0 31 0 43 161 170 0 5 0 2 660 730-830 178715-730 1 275 0 41 0 36 175 205 1 3 0 5 742730-745 4 326 0 41 0 41 177 227 0 6 0 10 832 4 1162 0 1745-800 0 284 0 47 1 41 174 219 3 5 0 4 778800-815 0 276 0 44 0 47 196 229 0 2 0 3 797 172815-830 0 276 0 46 0 43 156 228 3 5 0 2 759830-845 1 271 0 57 1 50 142 211 3 6 0 5 747845-900 0 242 0 41 3 45 154 181 2 4 0 2 674 19HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 NB OFF-RA 0 6 903 703TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 5 1133 0 160 1 161 687 821 4 19 0 21 3012 18715-815 5 1161 0 173 1 165 722 880 4 16 0 22 3149 BELLFLOWER BOULEVA730-830 4 1162 0 178 1 172 703 903 6 18 0 19 3166745-845 1 1107 0 194 2 181 668 887 9 18 0 14 3081800-900 1 1065 0 188 4 185 648 849 8 17 0 12 2977
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 0 316 0 57 3 71 150 275 6 5 0 3 886 430-530 236415-430 0 297 0 50 1 60 137 305 4 6 0 0 860430-445 1 314 0 55 3 57 142 298 9 2 0 1 882 4 1236 0 6445-500 0 313 0 59 1 58 154 303 10 2 0 3 903500-515 1 331 0 58 1 84 151 305 4 4 0 3 942 273515-530 2 278 0 64 1 74 145 285 5 5 0 3 862530-545 1 285 0 94 0 74 138 259 5 1 0 5 862545-600 2 289 0 73 3 94 118 257 6 4 0 5 851 10HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 NB OFF-RA 0 28 1191 592TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 1 1240 0 221 8 246 583 1181 29 15 0 7 3531 13415-515 2 1255 0 222 6 259 584 1211 27 14 0 7 3587 BELLFLOWER BOULEVA430-530 4 1236 0 236 6 273 592 1191 28 13 0 10 3589445-545 4 1207 0 275 3 290 588 1152 24 12 0 14 3569500-600 6 1183 0 289 5 326 552 1106 20 14 0 16 3517
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: WEDNESDAY MARCH 21, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S BELLFLOWER BOULEVARD
E/W I-405 NB OFF-RAMPCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 0 95 0 0 0 0 0 0 0 6 0 0 101 730-830 0715-730 0 71 0 0 0 0 0 0 0 2 0 0 73730-745 0 101 0 0 0 0 0 0 0 7 0 0 108 0 360 0 0745-800 0 91 0 0 0 0 0 0 0 2 0 0 93800-815 0 85 0 0 0 0 0 0 0 4 0 0 89 0815-830 0 83 0 0 0 0 0 0 0 3 0 0 86830-845 0 59 0 0 0 0 0 0 0 2 0 0 61845-900 0 74 0 0 0 0 0 0 0 3 0 0 77 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 NB OFF-RA 0 0 0 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 0 358 0 0 0 0 0 0 0 17 0 0 375 16715-815 0 348 0 0 0 0 0 0 0 15 0 0 363 BELLFLOWER BOULEVA730-830 0 360 0 0 0 0 0 0 0 16 0 0 376745-845 0 318 0 0 0 0 0 0 0 11 0 0 329800-900 0 301 0 0 0 0 0 0 0 12 0 0 313
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 0 58 0 0 0 0 0 0 0 0 0 0 58 415-515 0415-430 0 55 0 0 0 0 0 0 0 0 0 0 55430-445 0 46 0 0 0 0 0 0 0 1 0 0 47 0 215 0 0445-500 0 58 0 0 0 0 0 0 0 1 0 0 59500-515 0 56 0 0 0 0 0 0 0 5 0 0 61 0515-530 0 48 0 0 0 0 0 0 0 2 0 0 50530-545 0 52 0 0 0 0 0 0 0 0 0 0 52545-600 0 51 0 0 0 0 0 0 0 0 0 0 51 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 NB OFF-RA 0 0 0 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 0 217 0 0 0 0 0 0 0 2 0 0 219 7415-515 0 215 0 0 0 0 0 0 0 7 0 0 222 BELLFLOWER BOULEVA430-530 0 208 0 0 0 0 0 0 0 9 0 0 217445-545 0 214 0 0 0 0 0 0 0 8 0 0 222500-600 0 207 0 0 0 0 0 0 0 7 0 0 214
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 20, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S BELLFLOWER BOULEVARD
E/W STEARNS STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 5 285 11 22 46 32 11 165 9 8 41 19 654 730-830 112715-730 15 371 10 29 78 54 11 183 11 9 47 30 848730-745 23 469 20 26 92 45 15 174 17 19 67 33 1000 87 1606 110 343745-800 28 459 45 39 74 50 28 227 15 17 61 32 1075800-815 26 358 25 20 84 41 25 234 8 19 102 40 982 170815-830 10 320 20 27 93 34 41 212 9 17 104 32 919830-845 19 339 26 25 89 53 27 176 2 10 87 24 877845-900 12 337 30 29 85 64 17 190 11 12 65 33 885 137HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 STEARNS STRE 334 49 847 109TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 71 1584 86 116 290 181 65 749 52 53 216 114 3577 72715-815 92 1657 100 114 328 190 79 818 51 64 277 135 3905 BELLFLOWER BOULEVA730-830 87 1606 110 112 343 170 109 847 49 72 334 137 3976745-845 83 1476 116 111 340 178 121 849 34 63 354 128 3853800-900 67 1354 101 101 351 192 110 812 30 58 358 129 3663
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 22 327 77 36 101 83 40 342 30 23 82 38 1201 500-600 90415-430 30 337 72 24 102 62 41 280 28 19 93 36 1124430-445 22 294 52 22 85 79 40 346 24 20 99 48 1131 95 1280 276 409445-500 24 302 51 30 92 73 39 318 28 19 127 38 1141500-515 32 322 71 38 92 76 37 387 35 20 109 67 1286 312515-530 20 290 82 14 110 79 34 331 23 17 111 48 1159530-545 22 321 60 10 119 92 43 270 24 16 100 42 1119545-600 21 347 63 28 88 65 36 328 18 17 115 49 1175 206HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 STEARNS STRE 435 100 1316 150TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 98 1260 252 112 380 297 160 1286 110 81 401 160 4597 70415-515 108 1255 246 114 371 290 157 1331 115 78 428 189 4682 BELLFLOWER BOULEVA430-530 98 1208 256 104 379 307 150 1382 110 76 446 201 4717445-545 98 1235 264 92 413 320 153 1306 110 72 447 195 4705500-600 95 1280 276 90 409 312 150 1316 100 70 435 206 4739
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 20, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S BELLFLOWER BOULEVARD
E/W ATHERTON STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 12 199 53 9 66 44 20 140 2 17 44 9 615 730-830 92715-730 16 247 85 12 71 71 33 156 2 23 100 18 834730-745 26 364 199 19 73 57 81 171 5 36 173 19 1223 110 1118 586 375745-800 29 292 188 27 97 66 98 179 8 61 192 21 1258800-815 25 241 98 26 102 58 60 163 22 16 110 18 939 216815-830 30 221 101 20 103 35 52 193 11 25 132 23 946830-845 33 224 104 24 83 41 60 168 11 18 168 28 962845-900 30 238 137 29 90 33 84 165 11 31 157 26 1031 81HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 607 46 706 291TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 83 1102 525 67 307 238 232 646 17 137 509 67 3930 138715-815 96 1144 570 84 343 252 272 669 37 136 575 76 4254 BELLFLOWER BOULEVA730-830 110 1118 586 92 375 216 291 706 46 138 607 81 4366745-845 117 978 491 97 385 200 270 703 52 120 602 90 4105800-900 118 924 440 99 378 167 256 689 55 90 567 95 3878
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 48 248 58 69 115 51 58 268 27 19 118 45 1124 430-530 303415-430 56 281 41 60 116 66 57 262 40 19 100 28 1126430-445 54 267 68 55 140 77 71 299 32 20 112 32 1227 214 1036 239 549445-500 48 275 54 86 127 59 51 260 46 29 119 37 1191500-515 54 247 52 102 155 81 59 279 38 27 134 51 1279 275515-530 58 247 65 60 127 58 78 286 43 29 123 38 1212530-545 54 250 61 57 138 64 55 192 21 25 106 46 1069545-600 55 297 84 43 130 47 68 212 27 41 111 57 1172 158HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 488 159 1124 259TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 206 1071 221 270 498 253 237 1089 145 87 449 142 4668 105415-515 212 1070 215 303 538 283 238 1100 156 95 465 148 4823 BELLFLOWER BOULEVA430-530 214 1036 239 303 549 275 259 1124 159 105 488 158 4909445-545 214 1019 232 305 547 262 243 1017 148 110 482 172 4751500-600 221 1041 262 262 550 250 260 969 129 122 474 192 4732
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 20, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S PALO VERDE AVENUE
E/W ATHERTON STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 71 65 9 19 80 15 1 38 23 19 25 11 376 800-900 108715-730 109 88 7 17 112 12 1 44 28 23 41 37 519730-745 155 148 12 13 163 20 2 82 34 39 53 35 756 506 747 102 389745-800 201 196 23 19 162 31 3 67 44 51 43 26 866800-815 111 182 24 16 109 31 6 64 45 50 47 36 721 104815-830 109 150 30 23 96 21 3 67 49 53 66 26 693830-845 135 189 28 34 90 15 16 103 57 80 74 39 860845-900 151 226 20 35 94 37 9 83 73 67 38 42 875 143HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 225 224 317 34TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 536 497 51 68 517 78 7 231 129 132 162 109 2517 250715-815 576 614 66 65 546 94 12 257 151 163 184 134 2862 PALO VERDE AVENUE730-830 576 676 89 71 530 103 14 280 172 193 209 123 3036745-845 556 717 105 92 457 98 28 301 195 234 230 127 3140800-900 506 747 102 108 389 104 34 317 224 250 225 143 3149
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 56 108 56 21 62 10 14 111 47 39 105 71 700 430-530 96415-430 71 94 71 29 73 7 14 100 65 44 76 101 745430-445 91 126 91 18 70 17 13 141 57 38 91 121 874 316 502 316 299445-500 77 118 77 30 78 13 26 177 75 60 97 170 998500-515 74 121 74 19 85 8 18 184 81 58 132 155 1009 47515-530 74 137 74 29 66 9 10 143 73 38 101 133 887530-545 68 108 68 27 76 8 11 115 63 47 78 140 809545-600 77 98 77 14 60 16 8 80 52 54 62 94 692 579HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 421 286 645 67TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 295 446 295 98 283 47 67 529 244 181 369 463 3317 194415-515 313 459 313 96 306 45 71 602 278 200 396 547 3626 PALO VERDE AVENUE430-530 316 502 316 96 299 47 67 645 286 194 421 579 3768445-545 293 484 293 105 305 38 65 619 292 203 408 598 3703500-600 293 464 293 89 287 41 47 522 269 197 373 522 3397
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 20, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S PALO VERDE AVENUE
E/W STEARNS STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 33 189 65 23 33 27 41 75 17 7 70 16 596 745-845 80715-730 43 246 57 20 51 16 32 79 16 11 60 30 661730-745 61 276 72 29 58 19 36 86 20 15 94 41 807 182 1251 230 258745-800 58 306 47 16 74 19 30 74 33 26 79 35 797800-815 35 318 66 23 49 11 37 83 26 34 91 32 805 58815-830 49 327 73 22 78 17 31 87 31 29 73 23 840830-845 40 300 44 19 57 11 40 98 33 54 87 45 828845-900 44 292 81 16 56 23 27 94 31 22 58 18 762 135HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 STEARNS STRE 330 123 342 138TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 195 1017 241 88 216 81 139 314 86 59 303 122 2861 143715-815 197 1146 242 88 232 65 135 322 95 86 324 138 3070 PALO VERDE AVENUE730-830 203 1227 258 90 259 66 134 330 110 104 337 131 3249745-845 182 1251 230 80 258 58 138 342 123 143 330 135 3270800-900 168 1237 264 80 240 62 135 362 121 139 309 118 3235
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 88 203 71 20 59 12 98 161 38 40 99 38 927 500-600 83415-430 78 213 61 24 43 23 87 144 40 24 102 59 898430-445 86 229 68 21 36 12 94 163 39 23 75 38 884 314 873 359 174445-500 68 208 57 21 34 16 128 206 38 38 77 36 927500-515 59 204 78 20 38 15 107 161 43 23 75 49 872 90515-530 66 222 84 20 30 20 91 162 46 27 79 35 882530-545 96 227 98 30 59 26 89 128 30 22 71 35 911545-600 93 220 99 13 47 29 104 165 45 40 108 48 1011 167HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 STEARNS STRE 333 164 616 391TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 320 853 257 86 172 63 407 674 155 125 353 171 3636 112415-515 291 854 264 86 151 66 416 674 160 108 329 182 3581 PALO VERDE AVENUE430-530 279 863 287 82 138 63 420 692 166 111 306 158 3565445-545 289 861 317 91 161 77 415 657 157 110 302 155 3592500-600 314 873 359 83 174 90 391 616 164 112 333 167 3676
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 20, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S PALO VERDE AVENUE
E/W WOODRUFF AVENUECITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 0 170 0 0 0 0 0 115 0 62 0 48 395 745-845 0715-730 0 248 0 0 0 0 0 117 0 103 0 102 570730-745 0 272 0 0 0 0 0 145 0 160 0 130 707 0 1168 0 0745-800 0 330 0 0 0 0 0 126 0 173 0 73 702800-815 0 270 0 0 0 0 0 136 0 141 0 47 594 0815-830 0 252 0 0 0 0 0 133 0 134 0 59 578830-845 0 316 0 0 0 0 0 162 0 166 0 95 739845-900 0 312 0 0 0 0 0 132 0 150 0 62 656 274HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 WOODRUFF AVE 0 0 557 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 0 1020 0 0 0 0 0 503 0 498 0 353 2374 614715-815 0 1120 0 0 0 0 0 524 0 577 0 352 2573 PALO VERDE AVENUE730-830 0 1124 0 0 0 0 0 540 0 608 0 309 2581745-845 0 1168 0 0 0 0 0 557 0 614 0 274 2613800-900 0 1150 0 0 0 0 0 563 0 591 0 263 2567
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 0 215 0 0 0 0 0 200 0 106 0 75 596 415-515 0415-430 0 279 0 0 0 0 0 214 0 96 0 66 655430-445 0 259 0 0 0 0 0 245 0 131 0 81 716 0 1055 0 0445-500 0 247 0 0 0 0 0 258 0 123 0 83 711500-515 0 270 0 0 0 0 0 225 0 139 0 65 699 0515-530 0 225 0 0 0 0 0 220 0 128 0 81 654530-545 0 245 0 0 0 0 0 213 0 122 0 81 661545-600 0 250 0 0 0 0 0 202 0 126 0 78 656 295HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 WOODRUFF AVE 0 0 942 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 0 1000 0 0 0 0 0 917 0 456 0 305 2678 489415-515 0 1055 0 0 0 0 0 942 0 489 0 295 2781 PALO VERDE AVENUE430-530 0 1001 0 0 0 0 0 948 0 521 0 310 2780445-545 0 987 0 0 0 0 0 916 0 512 0 310 2725500-600 0 990 0 0 0 0 0 860 0 515 0 305 2670
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 20, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S PALO VERDE AVENUE
E/W I-405 NB OFF-RAMPCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 3 130 0 39 3 34 52 108 27 0 0 0 396 715-815 135715-730 1 198 0 38 10 65 41 161 21 0 0 0 535730-745 2 218 0 29 19 54 47 165 37 0 0 0 571 9 859 0 39745-800 3 249 0 33 10 72 41 122 34 0 0 0 564800-815 3 194 0 35 0 65 62 108 29 0 0 0 496 256815-830 2 186 0 28 6 82 60 113 22 0 0 0 499830-845 3 188 0 20 2 124 64 135 42 0 0 0 578845-900 4 188 0 21 3 122 54 121 23 0 0 0 536 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 NB OFF-RA 0 121 556 191TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 9 795 0 139 42 225 181 556 119 0 0 0 2066 0715-815 9 859 0 135 39 256 191 556 121 0 0 0 2166 PALO VERDE AVENUE730-830 10 847 0 125 35 273 210 508 122 0 0 0 2130745-845 11 817 0 116 18 343 227 478 127 0 0 0 2137800-900 12 756 0 104 11 393 240 477 116 0 0 0 2109
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 1 150 0 34 1 62 86 143 38 0 0 0 515 430-530 197415-430 3 183 0 47 1 102 76 182 40 0 0 0 634430-445 5 184 0 33 2 100 79 181 41 0 0 0 625 12 683 0 8445-500 3 140 0 46 1 90 91 174 51 0 0 0 596500-515 3 186 0 50 2 63 93 192 34 0 0 0 623 322515-530 1 173 0 68 3 69 60 211 62 0 0 0 647530-545 1 187 0 40 2 67 62 173 40 0 0 0 572545-600 0 158 0 48 2 83 41 168 35 0 0 0 535 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 NB OFF-RA 0 188 758 323TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 12 657 0 160 5 354 332 680 170 0 0 0 2370 0415-515 14 693 0 176 6 355 339 729 166 0 0 0 2478 PALO VERDE AVENUE430-530 12 683 0 197 8 322 323 758 188 0 0 0 2491445-545 8 686 0 204 8 289 306 750 187 0 0 0 2438500-600 5 704 0 206 9 282 256 744 171 0 0 0 2377
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S MERIAM WAY
E/W ATHERTON STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 14 0 1 0 71 50 13 1 9 45 63 1 268 715-815 2715-730 13 3 4 0 133 163 5 0 7 131 127 1 587730-745 21 12 13 0 123 227 8 0 5 140 124 0 673 89 53 25 561745-800 47 34 2 1 179 288 8 0 1 116 144 0 820800-815 8 4 6 1 126 148 15 1 10 70 148 0 537 826815-830 3 5 3 4 105 121 20 0 10 77 163 0 511830-845 4 8 1 8 132 122 17 0 13 86 196 6 593845-900 7 5 3 3 107 137 23 1 13 107 170 1 577 1HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 543 23 1 36TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 95 49 20 1 506 728 34 1 22 432 458 2 2348 457715-815 89 53 25 2 561 826 36 1 23 457 543 1 2617 MERIAM WAY730-830 79 55 24 6 533 784 51 1 26 403 579 0 2541745-845 62 51 12 14 542 679 60 1 34 349 651 6 2461800-900 22 22 13 16 470 528 75 2 46 340 677 7 2218
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 8 0 7 2 160 41 78 8 69 54 176 1 604 430-530 13415-430 13 1 4 1 150 52 100 3 94 35 134 1 588430-445 4 1 3 4 183 62 170 1 117 54 218 7 824 26 7 14 635445-500 6 1 3 3 130 57 200 2 230 41 188 4 865500-515 10 5 5 3 170 58 241 6 239 48 215 0 1000 232515-530 6 0 3 3 152 55 100 4 79 55 177 4 638530-545 7 0 3 3 162 43 105 2 99 60 184 1 669545-600 3 3 1 4 143 57 84 2 70 47 141 4 559 15HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 798 665 13 711TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 31 3 17 10 623 212 548 14 510 184 716 13 2881 198415-515 33 8 15 11 633 229 711 12 680 178 755 12 3277 MERIAM WAY430-530 26 7 14 13 635 232 711 13 665 198 798 15 3327445-545 29 6 14 12 614 213 646 14 647 204 764 9 3172500-600 26 8 12 13 627 213 530 14 487 210 717 9 2866
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S EARL WARREN DRIVE
E/W ATHERTON STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 0 0 0 0 119 9 2 0 0 18 78 0 226 730-830 0715-730 0 0 0 0 136 8 5 0 0 26 176 0 351730-745 0 0 0 0 129 7 10 0 0 66 314 0 526 0 0 0 574745-800 0 0 0 0 205 38 7 0 0 67 362 0 679800-815 0 0 0 0 124 6 17 0 0 48 224 0 419 58815-830 0 0 0 0 116 7 10 0 0 19 221 0 373830-845 0 0 0 0 138 3 9 0 0 38 267 0 455845-900 0 0 0 0 115 11 9 0 0 37 282 0 454 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 1121 0 0 44TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 0 0 0 0 589 62 24 0 0 177 930 0 1782 200715-815 0 0 0 0 594 59 39 0 0 207 1076 0 1975 EARL WARREN DRIVE730-830 0 0 0 0 574 58 44 0 0 200 1121 0 1997745-845 0 0 0 0 583 54 43 0 0 172 1074 0 1926800-900 0 0 0 0 493 27 45 0 0 142 994 0 1701
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 0 0 0 0 272 14 19 0 0 16 187 0 508 430-530 0415-430 0 0 0 0 239 14 28 0 0 18 193 0 492430-445 0 0 0 0 242 12 36 0 0 25 188 0 503 0 0 0 1207445-500 0 0 0 0 376 12 33 0 0 38 196 0 655500-515 0 0 0 0 314 12 30 0 0 19 198 0 573 47515-530 0 0 0 0 275 11 32 0 0 12 179 0 509530-545 0 0 0 0 234 13 18 0 0 16 172 0 453545-600 0 0 0 0 216 11 16 0 0 23 194 0 460 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 761 0 0 131TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 0 0 0 0 1129 52 116 0 0 97 764 0 2158 94415-515 0 0 0 0 1171 50 127 0 0 100 775 0 2223 EARL WARREN DRIVE430-530 0 0 0 0 1207 47 131 0 0 94 761 0 2240445-545 0 0 0 0 1199 48 113 0 0 85 745 0 2190500-600 0 0 0 0 1039 47 96 0 0 70 743 0 1995
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S CLARK AVENUE
E/W ATHERTON STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 4 86 29 6 64 32 22 119 3 4 56 4 429 715-815 68715-730 6 114 22 11 69 58 53 190 6 3 99 11 642730-745 8 105 35 22 82 44 100 222 9 5 159 11 802 33 426 109 364745-800 9 102 25 16 101 50 70 183 11 10 139 10 726800-815 10 105 27 19 112 39 48 133 5 10 106 5 619 191815-830 4 64 23 17 86 28 68 171 9 10 121 16 617830-845 7 74 41 14 92 33 61 100 7 11 134 9 583845-900 6 74 39 12 96 43 47 118 5 17 115 9 581 37HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 503 31 728 271TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 27 407 111 55 316 184 245 714 29 22 453 36 2599 28715-815 33 426 109 68 364 191 271 728 31 28 503 37 2789 CLARK AVENUE730-830 31 376 110 74 381 161 286 709 34 35 525 42 2764745-845 30 345 116 66 391 150 247 587 32 41 500 40 2545800-900 27 317 130 62 386 143 224 522 26 48 476 39 2400
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 14 127 21 29 160 59 54 150 19 19 119 8 779 445-545 120415-430 25 126 28 24 135 49 47 130 20 19 110 11 724430-445 12 148 30 26 172 50 49 146 19 25 112 14 803 62 528 99 655445-500 10 110 32 32 145 50 59 168 10 21 137 14 788500-515 14 132 22 43 190 62 48 139 19 25 130 11 835 224515-530 18 137 25 23 182 52 65 192 19 18 115 14 860530-545 20 149 20 22 138 60 50 151 32 20 128 16 806545-600 18 139 29 19 148 53 65 141 13 24 117 12 778 55HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 510 80 650 222TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 61 511 111 111 612 208 209 594 68 84 478 47 3094 84415-515 61 516 112 125 642 211 203 583 68 90 489 50 3150 CLARK AVENUE430-530 54 527 109 124 689 214 221 645 67 89 494 53 3286445-545 62 528 99 120 655 224 222 650 80 84 510 55 3289500-600 70 557 96 107 658 227 228 623 83 87 490 53 3279
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 20, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S STUDEBAKER ROAD
E/W ATHERTON STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 39 143 0 3 4 2 6 130 22 3 2 17 371 730-830 27715-730 80 153 0 5 7 12 1 197 34 16 7 20 532730-745 143 224 5 13 9 7 6 224 76 16 7 38 768 425 833 12 33745-800 126 230 2 6 4 8 0 176 58 6 1 23 640800-815 78 188 4 4 9 1 4 172 45 19 5 22 551 24815-830 78 191 1 4 11 8 5 180 45 20 2 30 575830-845 88 199 1 3 18 10 3 180 56 15 9 50 632845-900 90 154 1 5 9 7 6 189 64 19 2 57 603 113HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 15 224 752 15TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 388 750 7 27 24 29 13 727 190 41 17 98 2311 61715-815 427 795 11 28 29 28 11 769 213 57 20 103 2491 STUDEBAKER ROAD730-830 425 833 12 27 33 24 15 752 224 61 15 113 2534745-845 370 808 8 17 42 27 12 708 204 60 17 125 2398800-900 334 732 7 16 47 26 18 721 210 73 18 159 2361
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 41 216 8 2 9 6 8 174 31 44 19 67 625 415-515 19415-430 54 236 7 6 3 6 7 231 43 32 10 66 701430-445 55 192 2 6 6 6 4 232 38 52 10 73 676 186 832 19 17445-500 44 198 3 3 3 1 6 203 33 48 7 58 607500-515 33 206 7 4 5 1 7 217 38 62 13 87 680 14515-530 42 194 4 0 9 6 7 226 26 43 6 70 633530-545 36 208 7 3 5 3 9 217 41 36 9 50 624545-600 41 191 8 5 8 6 5 188 46 41 3 44 586 284HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ATHERTON STR 40 152 883 24TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 194 842 20 17 21 19 25 840 145 176 46 264 2609 194415-515 186 832 19 19 17 14 24 883 152 194 40 284 2664 STUDEBAKER ROAD430-530 174 790 16 13 23 14 24 878 135 205 36 288 2596445-545 155 806 21 10 22 11 29 863 138 189 35 265 2544500-600 152 799 26 12 27 16 28 848 151 182 31 251 2523
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 20, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S STUDEBAKER ROAD
E/W I-405 SB OFF RAMPCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 0 170 0 0 0 0 0 162 0 50 0 11 393 730-830 0715-730 0 205 0 0 0 0 0 232 0 46 0 22 505730-745 0 251 0 0 0 0 0 275 0 68 0 22 616 0 990 0 0745-800 0 308 0 0 0 0 0 205 0 89 0 17 619800-815 0 216 0 0 0 0 0 210 0 72 0 23 521 0815-830 0 215 0 0 0 0 0 227 0 65 0 20 527830-845 0 205 0 0 0 0 0 230 0 70 0 16 521845-900 0 186 0 0 0 0 0 265 0 61 0 11 523 82HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 SB OFF RA 0 0 917 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 0 934 0 0 0 0 0 874 0 253 0 72 2133 294715-815 0 980 0 0 0 0 0 922 0 275 0 84 2261 STUDEBAKER ROAD730-830 0 990 0 0 0 0 0 917 0 294 0 82 2283745-845 0 944 0 0 0 0 0 872 0 296 0 76 2188800-900 0 822 0 0 0 0 0 932 0 268 0 70 2092
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 0 198 0 0 0 0 0 240 0 100 0 16 554 415-515 0415-430 0 207 0 0 0 0 0 296 0 100 0 49 652430-445 0 207 0 0 0 0 0 299 0 35 0 5 546 0 827 0 0445-500 0 203 0 0 0 0 0 260 0 32 0 7 502500-515 0 210 0 0 0 0 0 301 0 48 0 7 566 0515-530 0 203 0 0 0 0 0 289 0 39 0 8 539530-545 0 224 0 0 0 0 0 270 0 36 0 14 544545-600 0 201 0 0 0 0 0 233 0 42 0 9 485 68HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 SB OFF RA 0 0 1156 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 0 815 0 0 0 0 0 1095 0 267 0 77 2254 215415-515 0 827 0 0 0 0 0 1156 0 215 0 68 2266 STUDEBAKER ROAD430-530 0 823 0 0 0 0 0 1149 0 154 0 27 2153445-545 0 840 0 0 0 0 0 1120 0 155 0 36 2151500-600 0 838 0 0 0 0 0 1093 0 165 0 38 2134
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 20, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S STUDEBAKER ROAD
E/W I-405 NB OFF RAMPCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 21 159 0 0 0 0 0 157 60 0 0 0 397 730-830 0715-730 20 165 0 0 0 0 0 170 65 0 0 0 420730-745 26 270 0 0 0 0 0 201 52 0 0 0 549 95 998 0 0745-800 29 329 0 0 0 0 0 197 55 0 0 0 610800-815 19 214 0 0 0 0 0 177 61 0 0 0 471 0815-830 21 185 0 0 0 0 0 184 69 0 0 0 459830-845 22 208 0 0 0 0 0 172 65 0 0 0 467845-900 18 195 0 0 0 0 0 207 78 0 0 0 498 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 NB OFF RA 0 237 759 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 96 923 0 0 0 0 0 725 232 0 0 0 1976 0715-815 94 978 0 0 0 0 0 745 233 0 0 0 2050 STUDEBAKER ROAD730-830 95 998 0 0 0 0 0 759 237 0 0 0 2089745-845 91 936 0 0 0 0 0 730 250 0 0 0 2007800-900 80 802 0 0 0 0 0 740 273 0 0 0 1895
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 10 202 0 0 0 0 0 203 44 0 0 0 459 445-545 0415-430 11 191 0 0 0 0 0 257 59 0 0 0 518430-445 18 207 0 0 0 0 0 232 43 0 0 0 500 77 831 0 0445-500 17 198 0 0 0 0 0 260 56 0 0 0 531500-515 21 211 0 0 0 0 0 278 47 0 0 0 557 0515-530 19 210 0 0 0 0 0 245 35 0 0 0 509530-545 20 212 0 0 0 0 0 241 58 0 0 0 531545-600 14 206 0 0 0 0 0 198 40 0 0 0 458 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 I-405 NB OFF RA 0 196 1024 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 56 798 0 0 0 0 0 952 202 0 0 0 2008 0415-515 67 807 0 0 0 0 0 1027 205 0 0 0 2106 STUDEBAKER ROAD430-530 75 826 0 0 0 0 0 1015 181 0 0 0 2097445-545 77 831 0 0 0 0 0 1024 196 0 0 0 2128500-600 74 839 0 0 0 0 0 962 180 0 0 0 2055
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 20, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S STUDEBAKER ROAD
E/W WILLIOW STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 25 137 27 18 308 36 37 102 17 13 95 14 829 715-815 86715-730 21 207 25 17 417 53 49 145 22 13 111 11 1091730-745 22 200 28 21 462 96 72 161 26 16 158 27 1289 100 731 79 1769745-800 40 202 10 18 499 90 45 136 21 30 131 22 1244800-815 17 122 16 30 391 71 44 116 18 14 110 22 971 310815-830 19 139 15 23 329 74 51 130 18 17 100 11 926830-845 20 153 15 14 274 70 37 143 20 14 115 17 892845-900 27 104 12 11 246 77 47 109 27 19 92 14 785 82HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 WILLIOW STREE 510 87 558 210TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 108 746 90 74 1686 275 203 544 86 72 495 74 4453 73715-815 100 731 79 86 1769 310 210 558 87 73 510 82 4595 STUDEBAKER ROAD730-830 98 663 69 92 1681 331 212 543 83 77 499 82 4430745-845 96 616 56 85 1493 305 177 525 77 75 456 72 4033800-900 83 518 58 78 1240 292 179 498 83 64 417 64 3574
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 18 154 29 42 232 63 71 197 19 20 240 39 1124 430-530 158415-430 16 134 21 31 240 70 85 164 16 37 286 25 1125430-445 25 179 26 30 264 80 67 168 10 27 239 21 1136 98 632 94 987445-500 17 130 30 33 210 61 72 215 12 28 266 35 1109500-515 20 179 17 52 237 69 83 186 13 29 287 28 1200 277515-530 36 144 21 43 276 67 84 220 16 34 279 26 1246530-545 21 129 20 45 272 75 68 185 20 23 240 23 1121545-600 28 135 25 29 240 85 37 123 11 20 162 28 923 110HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 WILLIOW STREE 1071 51 789 306TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 76 597 106 136 946 274 295 744 57 112 1031 120 4494 118415-515 78 622 94 146 951 280 307 733 51 121 1078 109 4570 STUDEBAKER ROAD430-530 98 632 94 158 987 277 306 789 51 118 1071 110 4691445-545 94 582 88 173 995 272 307 806 61 114 1072 112 4676500-600 105 587 83 169 1025 296 272 714 60 106 968 105 4490
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S BELLOWER BOULEVARD
E/W LOS COYOTES DIAGONAL CITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 94 154 0 0 127 35 64 274 3 134 190 47 1122 715-815 3715-730 94 228 0 0 192 63 106 305 5 205 226 57 1481730-745 111 241 0 0 218 54 102 337 4 254 266 78 1665 444 925 0 808745-800 132 241 0 3 223 48 80 323 10 229 238 68 1595800-815 107 215 0 0 175 40 77 358 8 184 210 52 1426 205815-830 97 220 0 1 132 38 86 310 6 161 179 57 1287830-845 95 224 0 1 137 53 105 312 3 202 166 64 1362845-900 96 235 0 1 128 53 84 282 4 176 179 49 1287 255HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 LOS COYOTES D 940 27 1323 365TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 431 864 0 3 760 200 352 1239 22 822 920 250 5863 872715-815 444 925 0 3 808 205 365 1323 27 872 940 255 6167 BELLOWER BOULEVARD730-830 447 917 0 4 748 180 345 1328 28 828 893 255 5973745-845 431 900 0 5 667 179 348 1303 27 776 793 241 5670800-900 395 894 0 3 572 184 352 1262 21 723 734 222 5362
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 100 275 0 3 126 64 188 382 11 132 213 84 1578 445-545 4415-430 119 260 0 1 112 64 173 351 7 122 227 74 1510430-445 102 262 0 2 123 67 133 386 8 146 265 83 1577 452 1101 0 580445-500 128 282 0 0 161 59 166 347 7 124 313 79 1666500-515 115 284 0 1 154 67 175 397 19 131 268 87 1698 253515-530 104 261 0 0 116 56 153 323 2 144 301 89 1549530-545 105 274 0 3 149 71 157 329 6 150 279 91 1614545-600 115 299 0 2 111 47 138 278 15 164 249 85 1503 346HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 LOS COYOTES D 1161 34 1396 651TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 449 1079 0 6 522 254 660 1466 33 524 1018 320 6331 549415-515 464 1088 0 4 550 257 647 1481 41 523 1073 323 6451 BELLOWER BOULEVARD430-530 449 1089 0 3 554 249 627 1453 36 545 1147 338 6490445-545 452 1101 0 4 580 253 651 1396 34 549 1161 346 6527500-600 439 1118 0 6 530 241 623 1327 42 589 1097 352 6364
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 20, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S BELLFLOWER BOULEVARD
E/W E. STATE UNIVERSITY DRIVECITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 0 194 47 11 0 5 44 165 0 0 0 0 466 715-815 66715-730 0 282 66 12 0 5 69 201 0 0 0 0 635730-745 0 316 126 18 0 6 114 247 0 0 0 0 827 0 1092 417 0745-800 0 260 142 20 0 9 141 255 0 0 0 0 827800-815 0 234 83 16 0 19 81 221 0 0 0 0 654 39815-830 0 194 69 15 0 16 63 228 0 0 0 0 585830-845 0 196 73 12 0 8 83 225 0 0 0 0 597845-900 0 194 96 16 0 11 110 247 0 0 0 0 674 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 E. STATE UNIVE 0 0 924 405TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 0 1052 381 61 0 25 368 868 0 0 0 0 2755 0715-815 0 1092 417 66 0 39 405 924 0 0 0 0 2943 BELLFLOWER BOULEVA730-830 0 1004 420 69 0 50 399 951 0 0 0 0 2893745-845 0 884 367 63 0 52 368 929 0 0 0 0 2663800-900 0 818 321 59 0 54 337 921 0 0 0 0 2510
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 0 249 34 55 0 67 39 307 0 0 0 0 751 430-530 294415-430 0 326 33 52 0 73 40 290 0 0 0 0 814430-445 0 339 49 52 0 64 49 333 0 0 0 0 886 0 1200 184 0445-500 0 296 51 84 0 97 60 270 0 0 0 0 858500-515 0 271 44 84 0 139 49 251 0 0 0 0 838 383515-530 0 294 40 74 0 83 44 296 0 0 0 0 831530-545 0 301 47 41 0 64 51 237 0 0 0 0 741545-600 0 299 44 48 0 45 53 240 0 0 0 0 729 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 E. STATE UNIVE 0 0 1150 202TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 0 1210 167 243 0 301 188 1200 0 0 0 0 3309 0415-515 0 1232 177 272 0 373 198 1144 0 0 0 0 3396 BELLFLOWER BOULEVA430-530 0 1200 184 294 0 383 202 1150 0 0 0 0 3413445-545 0 1162 182 283 0 383 204 1054 0 0 0 0 3268500-600 0 1165 175 247 0 331 197 1024 0 0 0 0 3139
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S BELLFLOWER BOULEVARD
E/W 7TH STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 59 66 33 53 495 2 27 147 0 1 582 60 1525 700-800 163715-730 124 83 35 47 441 7 24 144 0 1 552 74 1532730-745 112 71 56 35 392 2 32 213 0 1 463 98 1475 376 317 197 1820745-800 81 97 73 28 492 9 41 207 0 2 505 83 1618800-815 60 79 52 51 468 10 24 168 0 1 525 67 1505 20815-830 58 85 34 41 493 8 30 153 0 3 476 119 1500830-845 61 120 44 36 439 5 40 149 0 3 439 104 1440845-900 73 92 44 54 359 8 39 149 1 4 396 70 1289 315HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 7TH STREET 2102 0 711 124TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 376 317 197 163 1820 20 124 711 0 5 2102 315 6150 5715-815 377 330 216 161 1793 28 121 732 0 5 2045 322 6130 BELLFLOWER BOULEVA730-830 311 332 215 155 1845 29 127 741 0 7 1969 367 6098745-845 260 381 203 156 1892 32 135 677 0 9 1945 373 6063800-900 252 376 174 182 1759 31 133 619 1 11 1836 360 5734
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 99 187 133 40 429 11 28 134 0 7 496 99 1663 430-530 153415-430 98 195 141 34 482 11 22 148 0 3 512 70 1716430-445 66 191 105 44 425 21 24 144 0 4 509 82 1615 402 882 580 1737445-500 104 219 136 44 421 17 21 159 1 2 465 60 1649500-515 119 239 161 34 431 14 22 155 0 8 528 79 1790 62515-530 113 233 178 31 460 10 33 149 0 3 520 56 1786530-545 106 169 106 27 322 8 26 147 0 2 546 64 1523545-600 90 188 115 24 438 15 25 128 0 3 429 54 1509 277HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 7TH STREET 2022 1 607 100TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 367 792 515 162 1757 60 95 585 1 16 1982 311 6643 17415-515 387 844 543 156 1759 63 89 606 1 17 2014 291 6770 BELLFLOWER BOULEVA430-530 402 882 580 153 1737 62 100 607 1 17 2022 277 6840445-545 442 860 581 136 1634 49 102 610 1 15 2059 259 6748500-600 428 829 560 116 1651 47 106 579 0 16 2023 253 6608
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S BELLFLOWER BOULEVARD
E/W PACIFIC COAST HIGHWAYCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 0 11 33 65 197 1 4 51 18 2 143 16 541 730-830 410715-730 0 36 54 89 311 3 16 66 15 1 157 16 764730-745 0 21 63 126 335 8 15 131 30 4 223 18 974 3 121 232 1269745-800 1 28 65 107 324 12 28 156 22 10 230 25 1008800-815 1 35 43 82 311 8 15 68 14 5 153 10 745 42815-830 1 37 61 95 299 14 20 77 18 5 195 20 842830-845 0 39 64 89 243 13 14 107 19 6 167 20 781845-900 0 35 70 77 210 5 11 86 6 6 146 23 675 73HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 PACIFIC COAST 801 84 432 78TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 1 96 215 387 1167 24 63 404 85 17 753 75 3287 24715-815 2 120 225 404 1281 31 74 421 81 20 763 69 3491 BELLFLOWER BOULEVA730-830 3 121 232 410 1269 42 78 432 84 24 801 73 3569745-845 3 139 233 373 1177 47 77 408 73 26 745 75 3376800-900 2 146 238 343 1063 40 60 338 57 22 661 73 3043
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 1 75 115 87 239 37 8 61 10 9 279 18 939 500-600 409415-430 1 83 119 90 243 40 7 75 12 11 286 22 989430-445 1 99 136 97 245 32 12 49 14 12 302 22 1021 18 305 545 1061445-500 6 68 116 104 221 23 14 73 5 10 319 16 975500-515 4 79 140 107 277 41 18 84 11 20 289 15 1085 150515-530 6 88 140 98 279 34 18 71 10 11 251 18 1024530-545 5 64 142 100 255 38 23 66 19 11 286 18 1027545-600 3 74 123 104 250 37 15 64 14 16 322 17 1039 68HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 PACIFIC COAST 1148 54 285 74TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 9 325 486 378 948 132 41 258 41 42 1186 78 3924 58415-515 12 329 511 398 986 136 51 281 42 53 1196 75 4070 BELLFLOWER BOULEVA430-530 17 334 532 406 1022 130 62 277 40 53 1161 71 4105445-545 21 299 538 409 1032 136 73 294 45 52 1145 67 4111500-600 18 305 545 409 1061 150 74 285 54 58 1148 68 4175
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S PACIFIC COAST HIGHWAY
E/W 7TH STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 6 168 99 132 399 0 0 234 37 50 509 1 1635 700-800 527715-730 1 138 87 116 403 0 5 273 29 35 504 0 1591730-745 3 202 67 142 458 0 2 303 21 49 497 0 1744 14 783 383 1674745-800 4 275 130 137 414 0 3 297 53 45 570 0 1928800-815 1 140 71 101 393 0 1 288 31 20 461 0 1507 0815-830 3 167 86 116 407 0 2 238 33 34 519 0 1605830-845 1 143 70 111 385 0 2 205 34 40 431 0 1422845-900 5 163 130 73 328 0 2 199 36 47 479 0 1462 1HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 7TH STREET 2080 140 1107 10TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 14 783 383 527 1674 0 10 1107 140 179 2080 1 6898 179715-815 9 755 355 496 1668 0 11 1161 134 149 2032 0 6770 PACIFIC COAST HIGHWA730-830 11 784 354 496 1672 0 8 1126 138 148 2047 0 6784745-845 9 725 357 465 1599 0 8 1028 151 139 1981 0 6462800-900 10 613 357 401 1513 0 7 930 134 141 1890 0 5996
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 8 299 161 127 388 0 3 193 58 43 440 0 1720 445-545 470415-430 5 299 150 139 400 0 1 221 50 54 450 0 1769430-445 4 272 128 105 415 0 1 212 48 28 461 0 1674 27 1193 565 1624445-500 6 281 161 121 401 0 4 198 59 57 425 0 1713500-515 6 307 145 127 410 0 1 235 47 36 485 0 1799 0515-530 8 286 137 100 412 0 3 206 48 41 436 0 1677530-545 7 319 122 122 401 0 8 254 72 55 484 0 1844545-600 6 296 125 116 420 0 5 217 57 41 409 0 1692 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 7TH STREET 1830 226 893 16TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 23 1151 600 492 1604 0 9 824 215 182 1776 0 6876 189415-515 21 1159 584 492 1626 0 7 866 204 175 1821 0 6955 PACIFIC COAST HIGHWA430-530 24 1146 571 453 1638 0 9 851 202 162 1807 0 6863445-545 27 1193 565 470 1624 0 16 893 226 189 1830 0 7033500-600 27 1208 529 465 1643 0 17 912 224 173 1814 0 7012
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S W. CAMPUS DRIVE
E/W 7TH STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 3 0 6 63 614 0 0 0 0 0 591 15 1292 715-815 498715-730 7 0 6 131 672 0 0 0 0 0 604 13 1433730-745 4 0 6 129 445 0 0 0 0 0 633 41 1258 34 0 31 2301745-800 12 0 8 123 589 0 0 0 0 0 642 82 1456800-815 11 0 11 115 595 0 0 0 0 0 611 55 1398 0815-830 15 0 8 70 563 0 0 0 0 0 514 45 1215830-845 7 0 8 109 554 0 0 0 0 0 518 47 1243845-900 6 0 7 139 418 0 0 0 0 0 543 80 1193 191HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 7TH STREET 2490 0 0 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 26 0 26 446 2320 0 0 0 0 0 2470 151 5439 0715-815 34 0 31 498 2301 0 0 0 0 0 2490 191 5545 W. CAMPUS DRIVE730-830 42 0 33 437 2192 0 0 0 0 0 2400 223 5327745-845 45 0 35 417 2301 0 0 0 0 0 2285 229 5312800-900 39 0 34 433 2130 0 0 0 0 0 2186 227 5049
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 21 0 64 41 496 0 0 0 0 0 700 43 1365 415-515 187415-430 22 0 45 39 476 0 0 0 0 0 725 27 1334430-445 25 0 60 51 470 0 0 0 0 0 690 27 1323 110 0 309 1882445-500 33 0 98 56 482 0 0 0 0 0 689 30 1388500-515 30 0 106 41 454 0 0 0 0 0 750 33 1414 0515-530 23 0 71 33 427 0 0 0 0 0 691 60 1305530-545 19 0 60 30 457 0 0 0 0 0 678 20 1264545-600 31 0 48 38 498 0 0 0 0 0 602 57 1274 117HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 7TH STREET 2854 0 0 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 101 0 267 187 1924 0 0 0 0 0 2804 127 5410 0415-515 110 0 309 187 1882 0 0 0 0 0 2854 117 5459 W. CAMPUS DRIVE430-530 111 0 335 181 1833 0 0 0 0 0 2820 150 5430445-545 105 0 335 160 1820 0 0 0 0 0 2808 143 5371500-600 103 0 285 142 1836 0 0 0 0 0 2721 170 5257
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S PALO VERDE AVENUE
E/W PARKING STRUCTURE ENTRANCECITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 11 69 0 0 0 0 0 57 9 6 0 0 152 745-845 0715-730 26 115 0 0 0 0 0 53 5 4 0 0 203730-745 57 104 0 0 0 0 0 140 15 8 0 0 324 177 601 0 0745-800 85 155 0 0 0 0 0 96 24 4 0 1 365800-815 26 150 0 0 0 0 0 80 13 3 0 4 276 0815-830 24 154 0 0 0 0 0 128 16 3 0 0 325830-845 42 142 0 0 0 0 0 159 44 4 0 1 392845-900 55 133 0 0 0 0 0 110 32 2 0 1 333 6HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 PARKING STRUC 0 97 463 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 179 443 0 0 0 0 0 346 53 22 0 1 1044 14715-815 194 524 0 0 0 0 0 369 57 19 0 5 1168 PALO VERDE AVENUE730-830 192 563 0 0 0 0 0 444 68 18 0 5 1290745-845 177 601 0 0 0 0 0 463 97 14 0 6 1358800-900 147 579 0 0 0 0 0 477 105 12 0 6 1326
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 0 91 0 0 0 0 0 108 0 0 0 0 199 445-545 0415-430 9 114 0 0 0 0 0 125 5 3 0 5 261430-445 14 125 0 0 0 0 0 122 10 7 0 7 285 86 729 0 0445-500 21 151 0 0 0 0 0 175 9 6 0 9 371500-515 32 176 0 0 0 0 0 153 13 16 0 19 409 0515-530 10 239 0 0 0 0 0 140 10 6 0 7 412530-545 23 163 0 0 0 0 0 108 11 12 0 8 325545-600 7 150 0 0 0 0 0 90 4 10 0 5 266 43HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 PARKING STRUC 0 43 576 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 44 481 0 0 0 0 0 530 24 16 0 21 1116 40415-515 76 566 0 0 0 0 0 575 37 32 0 40 1326 PALO VERDE AVENUE430-530 77 691 0 0 0 0 0 590 42 35 0 42 1477445-545 86 729 0 0 0 0 0 576 43 40 0 43 1517500-600 72 728 0 0 0 0 0 491 38 44 0 39 1412
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S PALO VERDE AVENUE
E/W RENDINA STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 5 79 3 13 0 0 0 52 6 2 0 0 160 745-845 43715-730 23 138 0 10 0 0 0 50 5 2 0 0 228730-745 44 162 2 24 0 0 1 127 15 1 0 0 376 236 775 35 0745-800 74 238 15 11 0 1 0 84 13 1 0 0 437800-815 29 174 8 12 0 0 1 77 11 1 1 2 316 3815-830 52 179 5 6 0 2 0 113 13 0 0 1 371830-845 81 184 7 14 0 0 1 140 17 1 0 0 445845-900 99 185 1 10 0 1 2 81 27 1 0 3 410 3HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 RENDINA STREE 1 54 414 2TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 146 617 20 58 0 1 1 313 39 6 0 0 1201 3715-815 170 712 25 57 0 1 2 338 44 5 1 2 1357 PALO VERDE AVENUE730-830 199 753 30 53 0 3 2 401 52 3 1 3 1500745-845 236 775 35 43 0 3 2 414 54 3 1 3 1569800-900 261 722 21 42 0 3 4 411 68 3 1 6 1542
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 7 85 7 10 0 2 1 104 5 6 0 28 255 445-545 40415-430 5 107 6 10 0 1 0 121 7 11 0 38 306430-445 12 127 4 4 0 0 1 122 9 12 0 17 308 88 693 77 0445-500 24 146 9 16 0 3 1 172 12 24 0 66 473500-515 22 177 26 10 0 2 1 166 9 30 0 106 549 8515-530 32 205 30 7 0 0 1 138 6 47 1 146 613530-545 10 165 12 7 0 3 2 109 2 19 0 46 375545-600 5 129 14 6 0 0 1 90 4 30 0 40 319 364HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 RENDINA STREE 1 29 585 5TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 48 465 26 40 0 6 3 519 33 53 0 149 1342 120415-515 63 557 45 40 0 6 3 581 37 77 0 227 1636 PALO VERDE AVENUE430-530 90 655 69 37 0 5 4 598 36 113 1 335 1943445-545 88 693 77 40 0 8 5 585 29 120 1 364 2010500-600 69 676 82 30 0 5 5 503 21 126 1 338 1856
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S EARL WARREN DRIVE
E/W E. STATE UNIVERSITYCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 2 0 1 3 16 0 0 0 0 0 52 26 100 730-830 68715-730 3 0 2 13 18 0 0 0 0 0 62 55 153730-745 5 0 3 15 20 0 0 0 0 0 133 151 327 23 0 13 94745-800 6 0 5 26 21 0 0 0 0 0 156 109 323800-815 6 0 2 12 28 0 0 0 0 0 99 47 194 0815-830 6 0 3 15 25 0 0 0 0 0 81 44 174830-845 2 0 2 10 18 0 0 0 0 0 86 80 198845-900 5 0 5 22 21 0 0 0 0 0 120 90 263 351HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 E. STATE UNIVE 469 0 0 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 16 0 11 57 75 0 0 0 0 0 403 341 903 0715-815 20 0 12 66 87 0 0 0 0 0 450 362 997 EARL WARREN DRIVE730-830 23 0 13 68 94 0 0 0 0 0 469 351 1018745-845 20 0 12 63 92 0 0 0 0 0 422 280 889800-900 19 0 12 59 92 0 0 0 0 0 386 261 829
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 44 0 11 7 94 0 0 0 0 0 59 23 238 430-530 49415-430 43 0 12 6 60 0 0 0 0 0 50 24 195430-445 48 0 6 8 86 0 0 0 0 0 64 25 237 268 0 35 409445-500 74 0 15 13 105 0 0 0 0 0 80 30 317500-515 104 0 10 13 121 0 0 0 0 0 73 33 354 0515-530 42 0 4 15 97 0 0 0 0 0 53 21 232530-545 44 0 11 9 70 0 0 0 0 0 56 32 222545-600 36 0 11 7 82 0 0 0 0 0 65 24 225 109HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 E. STATE UNIVE 270 0 0 0TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 209 0 44 34 345 0 0 0 0 0 253 102 987 0415-515 269 0 43 40 372 0 0 0 0 0 267 112 1103 EARL WARREN DRIVE430-530 268 0 35 49 409 0 0 0 0 0 270 109 1140445-545 264 0 40 50 393 0 0 0 0 0 262 116 1125500-600 226 0 36 44 370 0 0 0 0 0 247 110 1033
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S MERIAM WAY
E/W BEACH DRIVE (E. STATE UNIVERSITY DR)CITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 3 0 1 29 16 1 3 1 0 0 22 27 103 715-815 289715-730 3 1 2 65 20 7 0 4 3 0 25 32 162730-745 1 0 2 90 27 4 1 1 4 1 47 50 228 9 2 16 129745-800 3 0 3 63 51 3 0 5 1 4 90 52 275800-815 2 1 9 71 31 2 0 4 4 3 56 42 225 16815-830 2 1 6 33 22 1 3 1 1 0 49 29 148830-845 3 1 10 60 22 1 9 0 3 0 28 52 189845-900 2 0 6 100 33 5 2 1 6 2 48 67 272 176HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 BEACH DRIVE (E 218 12 14 1TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 10 1 8 247 114 15 4 11 8 5 184 161 768 8715-815 9 2 16 289 129 16 1 14 12 8 218 176 890 MERIAM WAY 730-830 8 2 20 257 131 10 4 11 10 8 242 173 876745-845 10 3 28 227 126 7 12 10 9 7 223 175 837800-900 9 3 31 264 108 9 14 6 14 5 181 190 834
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 34 0 36 25 45 4 4 2 6 0 43 21 220 430-530 111415-430 16 3 33 37 41 3 3 1 6 0 29 21 193430-445 28 2 39 34 55 5 7 2 22 1 36 29 260 126 10 165 255445-500 29 2 49 23 66 10 4 4 5 0 53 19 264500-515 35 4 51 30 70 9 6 8 10 0 38 27 288 29515-530 34 2 26 24 64 5 4 3 6 0 27 23 218530-545 22 3 45 17 41 3 2 1 13 1 35 23 206545-600 32 2 47 30 42 2 3 2 8 1 62 18 249 98HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 BEACH DRIVE (E 154 43 17 21TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 107 7 157 119 207 22 18 9 39 1 161 90 937 1415-515 108 11 172 124 232 27 20 15 43 1 156 96 1005 MERIAM WAY 430-530 126 10 165 111 255 29 21 17 43 1 154 98 1030445-545 120 11 171 94 241 27 16 16 34 1 153 92 976500-600 123 11 169 101 217 19 15 14 37 2 162 91 961
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: THURSDAY MARCH 22, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S E CAMPUS DRIVE
E/W 7TH STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 2 1 3 9 662 8 3 4 9 4 602 5 1312 715-815 119715-730 4 0 3 16 677 16 1 1 8 6 609 4 1345730-745 4 0 3 29 668 7 4 8 11 26 568 5 1333 13 10 14 2673745-800 4 8 6 46 696 33 12 6 28 21 598 20 1478800-815 1 2 2 28 632 11 6 3 18 7 593 12 1315 67815-830 1 2 3 19 605 7 2 5 4 4 485 14 1151830-845 1 0 3 26 709 8 4 8 4 6 505 34 1308845-900 0 5 6 28 589 6 1 3 2 10 527 12 1189 41HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 7TH STREET 2368 65 18 23TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 14 9 15 100 2703 64 20 19 56 57 2377 34 5468 60715-815 13 10 14 119 2673 67 23 18 65 60 2368 41 5471 E CAMPUS DRIVE730-830 10 12 14 122 2601 58 24 22 61 58 2244 51 5277745-845 7 12 14 119 2642 59 24 22 54 38 2181 80 5252800-900 3 9 14 101 2535 32 13 19 28 27 2110 72 4963
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 5 5 12 8 480 23 2 1 7 7 623 4 1177 415-515 72415-430 0 7 20 22 572 13 5 4 9 7 738 10 1407430-445 6 6 18 17 558 23 7 3 5 9 800 11 1463 31 25 80 2044445-500 13 1 19 14 499 13 5 5 3 14 816 7 1409500-515 12 11 23 19 415 20 1 3 7 4 676 15 1206 69515-530 10 7 20 13 462 17 4 2 9 6 772 12 1334530-545 8 10 22 14 506 15 5 4 6 7 732 10 1339545-600 3 8 16 12 523 12 6 2 5 4 694 18 1303 43HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 7TH STREET 3030 24 15 18TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 24 19 69 61 2109 72 19 13 24 37 2977 32 5456 34415-515 31 25 80 72 2044 69 18 15 24 34 3030 43 5485 E CAMPUS DRIVE430-530 41 25 80 63 1934 73 17 13 24 33 3064 45 5412445-545 43 29 84 60 1882 65 15 14 25 31 2996 44 5288500-600 33 36 81 58 1906 64 16 11 27 21 2874 55 5182
WILTEC Phone: (626) 564-1944 Fax: (626) 564-1944 E-mail: [email protected]
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: FEHR AND PEERS / KAKU ASSOCIATESPROJECT: LONG BEACH PROJECTDATE: TUESDAY MARCH 27, 2007PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S PACIFIC COAST HIGHWAY
E/W 2ND STREETCITY: LONG BEACH
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR700-715 25 208 41 39 156 59 94 273 93 96 297 64 1445 715-815 146715-730 20 188 57 37 176 46 106 342 124 92 347 50 1585730-745 52 296 71 46 246 63 89 322 102 112 310 65 1774 191 989 231 882745-800 49 229 47 31 244 67 80 297 107 90 354 71 1666800-815 70 276 56 32 216 89 92 267 109 117 272 82 1678 265815-830 45 191 45 39 182 43 69 253 92 74 276 51 1360830-845 51 187 52 42 181 60 79 198 92 80 296 75 1393845-900 53 215 49 27 213 60 55 260 68 72 242 98 1412 268HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 2ND STREET 1283 442 1228 367TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 146 921 216 153 822 235 369 1234 426 390 1308 250 6470 411715-815 191 989 231 146 882 265 367 1228 442 411 1283 268 6703 PACIFIC COAST HIGHWA730-830 216 992 219 148 888 262 330 1139 410 393 1212 269 6478745-845 215 883 200 144 823 259 320 1015 400 361 1198 279 6097800-900 219 869 202 140 792 252 295 978 361 343 1086 306 5843
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PEAK HOUR400-415 107 326 104 51 265 70 88 221 56 97 276 99 1760 445-545 281415-430 84 286 85 44 247 77 70 204 83 104 298 90 1672430-445 129 318 61 51 221 56 84 211 78 136 286 122 1753 473 1553 425 1248445-500 128 367 98 60 261 121 69 224 72 123 308 105 1936500-515 135 366 113 77 276 81 83 248 92 109 347 93 2020 380515-530 98 410 103 21 310 93 74 215 82 136 331 98 1971530-545 112 410 111 123 401 85 73 240 91 140 360 124 2270545-600 104 367 110 69 229 84 60 242 96 135 311 118 1925 420HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 2ND STREET 1346 337 927 299TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 448 1297 348 206 994 324 311 860 289 460 1168 416 7121 508415-515 476 1337 357 232 1005 335 306 887 325 472 1239 410 7381 PACIFIC COAST HIGHWA430-530 490 1461 375 209 1068 351 310 898 324 504 1272 418 7680445-545 473 1553 425 281 1248 380 299 927 337 508 1346 420 8197500-600 449 1553 437 290 1216 343 290 945 361 520 1349 433 8186
WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: MEYER, MOHADDES ASSOCIATESPROJECT: LONG BEACH COUNTSDATE: WEDNESDAY, OCTOBER 12TH, 2005PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S STUDEBAKER ROAD
E/W ANAHEIM STREET
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR700-715 9 199 9 9 3 18 2 129 42 45 5 4 474 730-830 31715-730 7 193 11 13 3 16 5 208 52 44 5 5 562730-745 19 252 16 15 2 24 1 213 120 32 1 8 703 101 983 49 22745-800 21 250 12 3 7 22 7 199 100 41 5 9 676800-815 30 280 11 9 8 10 4 193 83 51 3 6 688 64815-830 31 201 10 4 5 8 2 196 77 40 5 13 592830-845 45 176 9 9 7 9 2 177 118 51 7 22 632845-900 13 196 11 9 6 10 2 192 101 37 9 9 595 36HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ANAHEIM STREE 14 380 801 14TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 56 894 48 40 15 80 15 749 314 162 16 26 2415 164715-815 77 975 50 40 20 72 17 813 355 168 14 28 2629 STUDEBAKER ROAD730-830 101 983 49 31 22 64 14 801 380 164 14 36 2659745-845 127 907 42 25 27 49 15 765 378 183 20 50 2588800-900 119 853 41 31 26 37 10 758 379 179 24 50 2507
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR400-415 16 180 17 5 3 14 4 236 49 77 12 15 628 445-545 38415-430 12 184 8 11 9 8 3 209 64 93 9 11 621430-445 12 203 12 11 4 10 6 206 67 91 8 17 647 41 764 66 26445-500 9 198 18 10 6 6 3 227 54 109 14 10 664500-515 11 186 17 3 6 11 9 266 65 126 14 23 737 54515-530 11 171 14 17 6 17 7 272 63 92 11 11 692530-545 10 209 17 8 8 20 7 224 53 92 6 11 665545-600 13 184 8 7 4 8 7 237 70 94 12 11 655 55HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 ANAHEIM STREE 45 235 989 26TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 49 765 55 37 22 38 16 878 234 370 43 53 2560 419415-515 44 771 55 35 25 35 21 908 250 419 45 61 2669 STUDEBAKER ROAD430-530 43 758 61 41 22 44 25 971 249 418 47 61 2740445-545 41 764 66 38 26 54 26 989 235 419 45 55 2758500-600 45 750 56 35 24 56 30 999 251 404 43 56 2749
WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: MEYER, MOHADDES ASSOCIATESPROJECT: LONG BEACH COUNTSDATE: WEDNESDAY, OCTOBER 12TH, 2005PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S STUDEBAKER ROAD
E/W SR-22 WB RAMPS
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR700-715 0 230 24 80 0 147 10 121 0 0 0 0 612 715-815 501715-730 0 261 24 121 0 153 6 161 0 0 0 0 726730-745 0 280 11 153 0 184 2 181 0 0 0 0 811 0 1148 86 0745-800 0 319 19 116 0 184 9 180 0 0 0 0 827800-815 0 288 32 111 0 216 6 185 0 0 0 0 838 737815-830 0 230 12 100 0 146 15 196 0 0 0 0 699830-845 0 209 27 118 0 137 8 196 0 0 0 0 695845-900 0 206 21 125 0 162 16 146 0 0 0 0 676 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 SR-22 WB RAMP 0 0 707 23TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 0 1090 78 470 0 668 27 643 0 0 0 0 2976 0715-815 0 1148 86 501 0 737 23 707 0 0 0 0 3202 STUDEBAKER ROAD730-830 0 1117 74 480 0 730 32 742 0 0 0 0 3175745-845 0 1046 90 445 0 683 38 757 0 0 0 0 3059800-900 0 933 92 454 0 661 45 723 0 0 0 0 2908
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR400-415 0 225 21 90 0 238 9 210 0 0 0 0 793 500-600 329415-430 0 269 18 93 0 250 6 192 0 0 0 0 828430-445 0 280 14 97 0 284 6 194 0 0 0 0 875 0 1028 105 0445-500 0 260 22 95 0 273 19 192 0 0 0 0 861500-515 0 259 30 72 0 263 14 236 0 0 0 0 874 1147515-530 0 210 27 88 0 311 9 253 0 0 0 0 898530-545 0 280 26 72 0 292 10 203 0 0 0 0 883545-600 0 279 22 97 0 281 7 210 0 0 0 0 896 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 SR-22 WB RAMP 0 0 902 40TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 0 1034 75 375 0 1045 40 788 0 0 0 0 3357 0415-515 0 1068 84 357 0 1070 45 814 0 0 0 0 3438 STUDEBAKER ROAD430-530 0 1009 93 352 0 1131 48 875 0 0 0 0 3508445-545 0 1009 105 327 0 1139 52 884 0 0 0 0 3516500-600 0 1028 105 329 0 1147 40 902 0 0 0 0 3551
WILTEC Phone: (626) 564-1944 Fax: (626) 564-0969
INTERSECTION TURNING MOVEMENT COUNT SUMMARY
CLIENT: MEYER, MOHADDES ASSOCIATESPROJECT: LONG BEACH COUNTSDATE: WEDNESDAY, OCTOBER 12TH, 2005PERIODS: 7:00 AM TO 9:00 AM AND 4:00 PM TO 6:00 PMINTERSECTION: N/S STUDEBAKER ROAD
E/W SR-22 EB RAMPS
15 MIN COUNTS 7:00 AM TO 9:00 AM 1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL AM PEAK HOUR700-715 0 319 62 7 0 0 282 128 0 0 0 0 798 715-815 109715-730 0 360 59 17 0 4 278 145 0 0 0 0 863730-745 0 394 64 26 0 3 290 155 0 0 0 0 932 0 1638 252 0745-800 0 465 48 35 0 4 263 160 0 0 0 0 975800-815 0 419 81 31 0 5 252 161 0 0 0 0 949 16815-830 0 334 47 35 0 4 213 171 0 0 0 0 804830-845 0 301 48 28 0 4 181 172 0 0 0 0 734845-900 0 312 50 21 0 4 206 139 0 0 0 0 732 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 SR-22 EB RAMPS 0 0 621 1083TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL700-800 0 1538 233 85 0 11 1113 588 0 0 0 0 3568 0715-815 0 1638 252 109 0 16 1083 621 0 0 0 0 3719 STUDEBAKER ROAD730-830 0 1612 240 127 0 16 1018 647 0 0 0 0 3660745-845 0 1519 224 129 0 17 909 664 0 0 0 0 3462800-900 0 1366 226 115 0 17 852 643 0 0 0 0 3219
15 MIN COUNTS 4:00 PM TO 6:00 PM1 2 3 4 5 6 7 8 9 10 11 12
PERIOD SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL PM PEAK HOUR400-415 0 396 72 19 0 7 218 195 0 0 0 0 907 500-600 89415-430 0 436 85 22 0 12 223 179 0 0 0 0 957430-445 0 492 67 24 0 5 228 181 0 0 0 0 997 0 1851 321 0445-500 0 455 85 21 0 6 195 195 0 0 0 0 957500-515 0 412 106 19 0 7 198 225 0 0 0 0 967 39515-530 0 439 66 20 0 12 210 238 0 0 0 0 985530-545 0 509 74 26 0 12 222 275 0 0 0 0 1118545-600 0 491 75 24 0 8 216 200 0 0 0 0 1014 0HOUR TOTALS
1 2 3 4 5 6 7 8 9 10 11 12 SR-22 EB RAMPS 0 0 938 846TIME SBRT SBTH SBLT WBRT WBTH WBLT NBRT NBTH NBLT EBRT EBTH EBLT TOTAL400-500 0 1779 309 86 0 30 864 750 0 0 0 0 3818 0415-515 0 1795 343 86 0 30 844 780 0 0 0 0 3878 STUDEBAKER ROAD430-530 0 1798 324 84 0 30 831 839 0 0 0 0 3906445-545 0 1815 331 86 0 37 825 933 0 0 0 0 4027500-600 0 1851 321 89 0 39 846 938 0 0 0 0 4084
APPENDIX C
LEVEL OF SERVICE WORKSHEETS
EXISTING (YEAR 2007) CONDITIONS
EXISTING AM Fri Nov 2, 2007 11:57:35 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #1 1. Palo Verde Ave & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.958Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 26.9Optimal Cycle: 0 Level Of Service: D********************************************************************************Street Name: Palo Verde Avenue Anaheim Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 1 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 5 51 45 293 40 278 111 30 5 45 121 571 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 51 45 293 40 278 111 30 5 45 121 571 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 51 45 293 40 278 111 30 5 45 121 571 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 51 45 293 40 278 111 30 5 45 121 571 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 51 45 293 40 278 111 30 5 45 121 571 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.05 0.50 0.45 2.00 1.00 1.00 0.76 0.21 0.03 0.27 0.73 1.00 Final Sat.: 23 233 205 937 502 556 352 95 16 141 378 596 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.22 0.22 0.22 0.31 0.08 0.50 0.32 0.32 0.32 0.32 0.32 0.96 Crit Moves: **** **** **** ****Delay/Veh: 12.5 12.5 12.5 13.6 10.4 15.0 13.8 13.8 13.8 12.7 12.7 50.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.5 12.5 12.5 13.6 10.4 15.0 13.8 13.8 13.8 12.7 12.7 50.6 LOS by Move: B B B B B C B B B B B F ApproachDel: 12.5 14.0 13.8 42.1Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 12.5 14.0 13.8 42.1LOS by Appr: B B B E AllWayAvgQ: 0.3 0.3 0.3 0.4 0.1 0.9 0.4 0.4 0.4 0.5 0.5 6.9 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:35 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 2. I-405 SB off-ramp & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.653Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 45 Level Of Service: B********************************************************************************Street Name: I-405 SB off-ramp Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 954 0 83 0 1100 0 0 1056 201 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 954 0 83 0 1100 0 0 1056 201 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 954 0 83 0 1100 0 0 1056 201 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 954 0 83 0 1100 0 0 1056 201 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 954 0 83 0 1100 0 0 1056 201 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.84 0.00 0.16 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 2944 0 256 0 4800 0 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.32 0.00 0.23 0.00 0.00 0.22 0.13 Crit Moves: **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:35 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 3. Bellflower Bl & I-405 NB ramps ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.528Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 35 Level Of Service: A********************************************************************************Street Name: Bellflower Bl I-405 NB ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 1 0 0 2 1 0 0 0 1! 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 6 903 703 0 1522 4 19 0 34 172 1 178 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 903 703 0 1522 4 19 0 34 172 1 178 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 903 703 0 1522 4 19 0 34 172 1 178 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 903 703 0 1522 4 19 0 34 172 1 178 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 6 903 703 0 1522 4 19 0 34 172 1 178 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.25 1.75 0.00 2.99 0.01 0.36 0.00 0.64 1.47 0.01 1.52 Final Sat.: 1600 3599 2801 0 4787 13 574 0 1026 2352 14 2434 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.25 0.25 0.00 0.32 0.32 0.03 0.00 0.03 0.07 0.07 0.07 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:35 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 4. Bellflower Bl & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.716Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 52 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 49 847 109 110 1606 87 137 334 72 170 343 112 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 847 109 110 1606 87 137 334 72 170 343 112 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 847 109 110 1606 87 137 334 72 170 343 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 847 109 110 1606 87 137 334 72 170 343 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 49 847 109 110 1606 87 137 334 72 170 343 112 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.85 0.15 1.00 1.65 0.35 1.00 1.51 0.49 Final Sat.: 1600 4800 1600 3200 4553 247 1600 2633 567 1600 2412 788 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.18 0.07 0.03 0.35 0.35 0.09 0.13 0.13 0.11 0.14 0.14 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:36 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 5. Bellflower Bl & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.790Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 64 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 46 706 291 586 1118 110 81 607 138 216 375 92 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 706 291 586 1118 110 81 607 138 216 375 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 706 291 586 1118 110 81 607 138 216 375 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 706 291 586 1118 110 81 607 138 216 375 92 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 706 291 586 1118 110 81 607 138 216 375 92 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.73 0.27 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 4800 1600 3200 4370 430 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.15 0.18 0.18 0.26 0.26 0.05 0.19 0.09 0.14 0.12 0.06 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:36 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 6. Bellflower Bl & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.525Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 35 Level Of Service: A********************************************************************************Street Name: Bellflower Bl Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 924 405 417 1092 0 0 0 0 39 0 66 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 924 405 417 1092 0 0 0 0 39 0 66 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 924 405 417 1092 0 0 0 0 39 0 66 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 924 405 417 1092 0 0 0 0 39 0 66 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 924 405 417 1092 0 0 0 0 39 0 66 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 4800 1600 3200 4800 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.19 0.25 0.13 0.23 0.00 0.00 0.00 0.00 0.01 0.00 0.04 Crit Moves: **** **** ************************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:36 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.920Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 111 Level Of Service: E********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 711 124 197 317 376 315 2102 5 20 1820 163 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 711 124 197 317 376 315 2102 5 20 1820 163 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 711 124 197 317 376 315 2102 5 20 1820 163 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 711 124 197 317 376 315 2102 5 20 1820 163 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 711 124 197 317 376 315 2102 5 20 1820 163 OvlAdjVol: 61 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 1.00 2.99 0.01 1.00 2.75 0.25 Final Sat.: 0 4800 1600 3200 3200 1600 1600 4789 11 1600 4405 395 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.15 0.08 0.06 0.10 0.24 0.20 0.44 0.44 0.01 0.41 0.41 OvlAdjV/S: 0.04 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:36 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 8. Bellflower Bl & Pacific Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.618Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 41 Level Of Service: B********************************************************************************Street Name: Bellflower Bl Pacific Coast Hwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 1 2 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 84 432 78 232 121 3 73 801 24 42 1269 410 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 84 432 78 232 121 3 73 801 24 42 1269 410 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 84 432 78 232 121 3 73 801 24 42 1269 410 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 84 432 78 232 121 3 73 801 24 42 1269 410 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 84 432 78 232 121 3 73 801 24 42 1269 410 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.91 0.09 1.00 3.00 1.00 Final Sat.: 1600 3200 1600 3200 3200 1600 1600 4660 140 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.14 0.05 0.07 0.04 0.00 0.05 0.17 0.17 0.03 0.26 0.26 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:36 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 9. Pacific Coast Hwy & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.976Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 161 Level Of Service: E********************************************************************************Street Name: Pacific Coast Hwy 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 2 0 2 1 0 0 0 2 1 0 0 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 140 1107 10 383 783 14 0 2080 179 0 1674 527 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 140 1107 10 383 783 14 0 2080 179 0 1674 527 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 140 1107 10 383 783 14 0 2080 179 0 1674 527 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 140 1107 10 383 783 14 0 2080 179 0 1674 527 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 140 1107 10 383 783 14 0 2080 179 0 1674 527 OvlAdjVol: 335 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.97 0.03 2.00 2.95 0.05 0.00 2.76 0.24 0.00 2.00 1.00 Final Sat.: 1600 4757 43 3200 4716 84 0 4420 380 0 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.09 0.23 0.23 0.12 0.17 0.17 0.00 0.47 0.47 0.00 0.52 0.33 OvlAdjV/S: 0.21 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:37 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 10. W Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.822Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 72 Level Of Service: D********************************************************************************Street Name: W Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 31 0 34 191 2490 0 0 2301 498 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 31 0 34 191 2490 0 0 2301 498 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 31 0 34 191 2490 0 0 2301 498 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 31 0 34 191 2490 0 0 2301 498 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 31 0 34 191 2490 0 0 2301 498 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 2.47 0.53 Final Sat.: 0 0 0 1600 0 1600 1600 4800 0 0 3946 854 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.02 0.12 0.52 0.00 0.00 0.58 0.58 Crit Moves: **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:37 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #11 11. Palo Verde Av & Parking Structure ********************************************************************************Average Delay (sec/veh): 0.9 Worst Case Level Of Service: B[ 13.9]********************************************************************************Street Name: Palo Verde Av Parking Structure Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 97 463 0 0 601 177 6 0 14 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 97 463 0 0 601 177 6 0 14 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 463 0 0 601 177 6 0 14 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 97 463 0 0 601 177 6 0 14 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: 778 xxxx xxxxx xxxx xxxx xxxxx 1027 xxxx 301 xxxx xxxx xxxxx Potent Cap.: 848 xxxx xxxxx xxxx xxxx xxxxx 234 xxxx 702 xxxx xxxx xxxxx Move Cap.: 848 xxxx xxxxx xxxx xxxx xxxxx 213 xxxx 702 xxxx xxxx xxxxx Volume/Cap: 0.11 xxxx xxxx xxxx xxxx xxxx 0.03 xxxx 0.02 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: 0.4 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx Control Del: 9.8 xxxx xxxxx xxxxx xxxx xxxxx 22.4 xxxx 10.2 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 13.9 xxxxxxApproachLOS: * * B * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:37 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 12. Palo Verde Av & Rendina St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.406Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 29 Level Of Service: A********************************************************************************Street Name: Palo Verde Av Rendina St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 0 0 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 54 414 2 35 775 236 3 0 3 3 0 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 414 2 35 775 236 3 0 3 3 0 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 414 2 35 775 236 3 0 3 3 0 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 414 2 35 775 236 3 0 3 3 0 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 414 2 35 775 236 3 0 3 3 0 43 OvlAdjVol: 234 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 1.00 2.00 0.00 1.00 0.07 0.00 0.93 Final Sat.: 1600 3185 15 1600 3200 1600 3200 0 1600 104 0 1496 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.13 0.13 0.02 0.24 0.15 0.00 0.00 0.00 0.03 0.00 0.03 OvlAdjV/S: 0.15 0.00 Crit Moves: **** **** **** ************************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:37 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 13. Palo Verde Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.678Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 47 Level Of Service: B********************************************************************************Street Name: Palo Verde Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 224 317 34 102 747 506 143 225 250 104 389 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 224 317 34 102 747 506 143 225 250 104 389 108 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 224 317 34 102 747 506 143 225 250 104 389 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 224 317 34 102 747 506 143 225 250 104 389 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 224 317 34 102 747 506 143 225 250 104 389 108 OvlAdjVol: 256 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.17 1.83 1.00 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1865 2935 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.10 0.02 0.06 0.23 0.32 0.08 0.08 0.16 0.07 0.12 0.07 OvlAdjV/S: 0.16 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:37 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 14. Palo Verde Av & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.758Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 58 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 123 342 138 230 1251 182 135 330 143 58 258 80 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 123 342 138 230 1251 182 135 330 143 58 258 80 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 123 342 138 230 1251 182 135 330 143 58 258 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 342 138 230 1251 182 135 330 143 58 258 80 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 123 342 138 230 1251 182 135 330 143 58 258 80 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.53 0.47 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 3200 1600 1600 2443 757 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.11 0.09 0.14 0.39 0.11 0.08 0.10 0.09 0.04 0.11 0.11 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:38 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 15. Palo Verde Av & Woodruff Av ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.849Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 80 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Woodruff Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 557 0 0 1168 0 274 0 614 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 557 0 0 1168 0 274 0 614 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 557 0 0 1168 0 274 0 614 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 557 0 0 1168 0 274 0 614 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 557 0 0 1168 0 274 0 614 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 0.00 0.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3200 0 0 3200 0 1600 0 1600 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.17 0.00 0.00 0.37 0.00 0.17 0.00 0.38 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:38 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 16. Palo Verde Av & I-405 NB off-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.607Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 41 Level Of Service: B********************************************************************************Street Name: Palo Verde Av I-405 NB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 121 556 191 0 859 9 0 0 0 256 39 135 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 121 556 191 0 859 9 0 0 0 256 39 135 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 121 556 191 0 859 9 0 0 0 256 39 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 121 556 191 0 859 9 0 0 0 256 39 135 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 121 556 191 0 859 9 0 0 0 256 39 135 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 0.00 1.98 0.02 0.00 0.00 0.00 1.00 0.22 0.78 Final Sat.: 1600 3200 1600 0 3167 33 0 0 0 1600 359 1241 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.17 0.12 0.00 0.27 0.27 0.00 0.00 0.00 0.16 0.11 0.11 Crit Moves: **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:38 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 17. Merriam Wy/Fanwood Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.761Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 59 Level Of Service: C********************************************************************************Street Name: Merriam Wy/Fanwood Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1! 0 1 0 0 1! 0 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 23 1 36 25 53 89 1 543 457 826 561 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 23 1 36 25 53 89 1 543 457 826 561 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 23 1 36 25 53 89 1 543 457 826 561 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 23 1 36 25 53 89 1 543 457 826 561 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 23 1 36 25 53 89 1 543 457 826 561 2 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.15 0.05 1.80 0.15 0.32 0.53 1.00 2.00 1.00 2.00 1.99 0.01 Final Sat.: 1840 80 2880 240 508 853 1600 3200 1600 3200 3189 11 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.01 0.01 0.10 0.10 0.10 0.00 0.17 0.29 0.26 0.18 0.18 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:38 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #18 18. Earl Warren Dr & Atherton St ********************************************************************************Average Delay (sec/veh): 0.7 Worst Case Level Of Service: B[ 13.3]********************************************************************************Street Name: Earl Warren Dr Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 1 0 2 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 44 0 0 0 0 1121 200 58 574 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 44 0 0 0 0 1121 200 58 574 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 44 0 0 0 0 1121 200 58 574 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 44 0 0 0 0 1121 200 58 574 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx 561 xxxx xxxx xxxxx xxxx xxxx xxxxx 1321 xxxx xxxxx Potent Cap.: xxxx xxxx 476 xxxx xxxx xxxxx xxxx xxxx xxxxx 530 xxxx xxxxx Move Cap.: xxxx xxxx 476 xxxx xxxx xxxxx xxxx xxxx xxxxx 530 xxxx xxxxx Volume/Cap: xxxx xxxx 0.09 xxxx xxxx xxxx xxxx xxxx xxxx 0.11 xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx 0.3 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx xxxxx Control Del:xxxxx xxxx 13.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 12.6 xxxx xxxxx LOS by Move: * * B * * * * * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 13.3 xxxxxx xxxxxx xxxxxxApproachLOS: B * * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:38 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #19 19. Studebaker Rd & SR-22 WB offramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.701Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 115 Level Of Service: C********************************************************************************Street Name: Studebaker Rd SR-22 WB offramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 721 23 88 1171 0 0 0 0 752 0 511 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 721 23 88 1171 0 0 0 0 752 0 511 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 721 23 88 1171 0 0 0 0 752 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 721 23 88 1171 0 0 0 0 752 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 721 23 88 1171 0 0 0 0 752 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.23 0.01 0.06 0.37 0.00 0.00 0.00 0.00 0.24 0.00 0.00 Crit Moves: **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:38 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 20. Studebaker Rd & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.595Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 40 Level Of Service: A********************************************************************************Street Name: Studebaker Rd Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 224 752 15 12 833 425 113 15 61 24 33 27 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 224 752 15 12 833 425 113 15 61 24 33 27 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 224 752 15 12 833 425 113 15 61 24 33 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 224 752 15 12 833 425 113 15 61 24 33 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 224 752 15 12 833 425 113 15 61 24 33 27 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.10 0.90 Final Sat.: 1600 3137 63 1600 3200 1600 1600 1600 1600 1600 1760 1440 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.24 0.24 0.01 0.26 0.27 0.07 0.01 0.04 0.02 0.02 0.02 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:38 Page 23-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #21 21. Studebaker Rd & I-405 SB off-ramp ********************************************************************************Average Delay (sec/veh): 5.4 Worst Case Level Of Service: D[ 32.7]********************************************************************************Street Name: Studebaker Rd I-405 SB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 2 0 0 2 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 917 0 0 990 0 82 0 294 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 917 0 0 990 0 82 0 294 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 917 0 0 990 0 82 0 294 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 917 0 0 990 0 82 0 294 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1449 xxxx 495 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 124 xxxx 525 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 124 xxxx 525 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.66 xxxx 0.56 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 2.8 xxxx 3.4 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 77.6 xxxx 20.2 xxxxx xxxx xxxxx LOS by Move: * * * * * * F * C * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 32.7 xxxxxxApproachLOS: * * D * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:38 Page 24-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #22 22. Studebaker Rd & I-405 NB on-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.560Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 37 Level Of Service: A********************************************************************************Street Name: Studebaker Rd I-405 NB on-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 237 759 0 0 998 95 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 237 759 0 0 998 95 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 237 759 0 0 998 95 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 237 759 0 0 998 95 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 237 759 0 0 998 95 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.24 0.00 0.00 0.31 0.06 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:39 Page 25-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #23 23. Studebaker Rd & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.753Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 58 Level Of Service: C********************************************************************************Street Name: Studebaker Rd Anaheim Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 388 817 14 50 1003 103 37 14 167 65 22 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 388 817 14 50 1003 103 37 14 167 65 22 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 388 817 14 50 1003 103 37 14 167 65 22 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 388 817 14 50 1003 103 37 14 167 65 22 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 388 817 14 50 1003 103 37 14 167 65 22 32 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 2.00 1.00 1.00 0.15 1.85 0.55 0.18 0.27 Final Sat.: 1600 3146 54 1600 3200 1600 1600 248 2952 874 296 430 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.24 0.26 0.26 0.03 0.31 0.06 0.02 0.06 0.06 0.04 0.07 0.07 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:39 Page 26-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #24 24. Earl Warren Dr & Beach Dr ********************************************************************************Average Delay (sec/veh): 3.4 Worst Case Level Of Service: C[ 15.8]********************************************************************************Street Name: Earl Warren Dr Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 13 0 23 351 469 0 0 94 68 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 13 0 23 351 469 0 0 94 68 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 13 0 23 351 469 0 0 94 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 13 0 23 351 469 0 0 94 68 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 1065 xxxx 81 162 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 221 xxxx 969 1429 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 169 xxxx 969 1429 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.08 xxxx 0.02 0.25 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.2 xxxx 0.1 1.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 28.1 xxxx 8.8 8.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * D * A A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * A * * * * * ApproachDel: xxxxxx 15.8 xxxxxx xxxxxxApproachLOS: * C * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:39 Page 27-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #25 25. Merriam Wy/Fanwood Av & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.352Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 9.5Optimal Cycle: 0 Level Of Service: A********************************************************************************Street Name: Merriam Wy/Fanwood Av Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 12 14 1 16 2 9 176 218 8 16 129 289 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 14 1 16 2 9 176 218 8 16 129 289 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 14 1 16 2 9 176 218 8 16 129 289 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 14 1 16 2 9 176 218 8 16 129 289 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 14 1 16 2 9 176 218 8 16 129 289 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.44 0.52 0.04 0.60 0.07 0.33 0.88 1.08 0.04 0.07 0.93 1.00 Final Sat.: 260 303 22 355 44 199 573 768 28 52 650 821 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.05 0.05 0.05 0.05 0.05 0.31 0.28 0.28 0.31 0.20 0.35 Crit Moves: **** **** **** ****Delay/Veh: 8.9 8.9 8.9 8.7 8.7 8.7 10.5 9.7 9.6 9.0 9.0 9.3 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.9 8.9 8.9 8.7 8.7 8.7 10.5 9.7 9.6 9.0 9.0 9.3 LOS by Move: A A A A A A B A A A A A ApproachDel: 8.9 8.7 10.0 9.2Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 8.9 8.7 10.0 9.2LOS by Appr: A A B A AllWayAvgQ: 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.4 0.3 0.5 0.5 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:39 Page 28-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #26 26. E Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.782Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: C********************************************************************************Street Name: E Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 0 0 1 0 1 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 65 18 23 14 10 13 41 2368 60 67 2673 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 65 18 23 14 10 13 41 2368 60 67 2673 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 65 18 23 14 10 13 41 2368 60 67 2673 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 18 23 14 10 13 41 2368 60 67 2673 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 18 23 14 10 13 41 2368 60 67 2673 119 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.61 0.17 0.22 1.00 0.43 0.57 1.00 3.00 1.00 1.00 2.87 0.13 Final Sat.: 981 272 347 1600 696 904 1600 4800 1600 1600 4595 205 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.07 0.07 0.01 0.01 0.01 0.03 0.49 0.04 0.04 0.58 0.58 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:39 Page 29-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #27 27. Bellflower Bl & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.786Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 64 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 0 0 2 1 0 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 27 1323 365 0 925 444 255 940 872 205 808 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 1323 365 0 925 444 255 940 872 205 808 3 User Adj: 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 27 1323 292 0 925 444 255 940 698 205 808 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 1323 292 0 925 444 255 940 698 205 808 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 27 1323 292 0 925 444 255 940 698 205 808 3 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 0.00 2.03 0.97 1.00 2.30 1.70 1.00 2.99 0.01 Final Sat.: 1600 4800 1600 0 3243 1557 1600 3674 2726 1600 4782 18 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.28 0.18 0.00 0.29 0.29 0.16 0.26 0.26 0.13 0.17 0.17 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:40 Page 30-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #28 28. Pacific Coast Hwy & 2nd St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.927Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 115 Level Of Service: E********************************************************************************Street Name: Pacific Coast Hwy 2nd St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 1 0 2 1 0 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 442 1228 367 231 989 191 268 1283 411 265 882 146 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 442 1228 367 231 989 191 268 1283 411 265 882 146 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 442 1228 367 231 989 191 268 1283 411 265 882 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 442 1228 367 231 989 191 268 1283 411 265 882 146 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 442 1228 367 231 989 191 268 1283 411 265 882 146 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.31 0.69 1.00 2.51 0.49 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3696 1104 1600 4023 777 3200 4800 1600 3200 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.33 0.33 0.14 0.25 0.25 0.08 0.27 0.26 0.08 0.18 0.09 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING AM Fri Nov 2, 2007 11:57:40 Page 31-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #29 29. Studebaler Rd & SR-22 EB onramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.692Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 95 Level Of Service: B********************************************************************************Street Name: Studebaler Rd SR-22 EB onramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 633 1105 257 1671 0 0 0 0 16 0 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 633 1105 257 1671 0 0 0 0 16 0 111 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 633 0 257 1671 0 0 0 0 16 0 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 633 0 257 1671 0 0 0 0 16 0 111 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 633 0 257 1671 0 0 0 0 16 0 111 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.20 0.00 0.16 0.52 0.00 0.00 0.00 0.00 0.01 0.00 0.07 Crit Moves: **** ************************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:09 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #1 1. Palo Verde Ave & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.649Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 17.4Optimal Cycle: 0 Level Of Service: C********************************************************************************Street Name: Palo Verde Avenue Anaheim Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 1 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 5 71 30 535 96 227 217 81 10 40 61 298 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 71 30 535 96 227 217 81 10 40 61 298 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 71 30 535 96 227 217 81 10 40 61 298 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 71 30 535 96 227 217 81 10 40 61 298 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 71 30 535 96 227 217 81 10 40 61 298 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.05 0.67 0.28 2.00 1.00 1.00 0.71 0.26 0.03 0.40 0.60 1.00 Final Sat.: 20 284 120 959 511 569 334 125 15 180 274 513 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.25 0.25 0.25 0.56 0.19 0.40 0.65 0.65 0.65 0.22 0.22 0.58 Crit Moves: **** **** **** ****Delay/Veh: 13.1 13.1 13.1 18.9 11.2 12.9 22.5 22.5 22.5 12.5 12.5 17.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.1 13.1 13.1 18.9 11.2 12.9 22.5 22.5 22.5 12.5 12.5 17.9 LOS by Move: B B B C B B C C C B B C ApproachDel: 13.1 16.4 22.5 16.6Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 13.1 16.4 22.5 16.6LOS by Appr: B C C C AllWayAvgQ: 0.3 0.3 0.3 1.2 0.2 0.6 1.6 1.6 1.6 0.3 0.3 1.2 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:09 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 2. I-405 SB off-ramp & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.653Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 45 Level Of Service: B********************************************************************************Street Name: I-405 SB off-ramp Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 800 0 105 0 1295 0 0 863 182 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 800 0 105 0 1295 0 0 863 182 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 800 0 105 0 1295 0 0 863 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 800 0 105 0 1295 0 0 863 182 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 800 0 105 0 1295 0 0 863 182 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.77 0.00 0.23 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 2829 0 371 0 4800 0 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.28 0.00 0.28 0.00 0.27 0.00 0.00 0.18 0.11 Crit Moves: **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:10 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 3. Bellflower Bl & I-405 NB ramps ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.547Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 36 Level Of Service: A********************************************************************************Street Name: Bellflower Bl I-405 NB ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 1 0 0 2 1 0 0 0 1! 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 28 1191 592 0 1451 4 10 0 20 273 6 236 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 1191 592 0 1451 4 10 0 20 273 6 236 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 1191 592 0 1451 4 10 0 20 273 6 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 1191 592 0 1451 4 10 0 20 273 6 236 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 28 1191 592 0 1451 4 10 0 20 273 6 236 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.67 1.33 0.00 2.99 0.01 0.33 0.00 0.67 1.60 0.03 1.37 Final Sat.: 1600 4275 2125 0 4787 13 533 0 1067 2544 56 2200 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.28 0.28 0.00 0.30 0.30 0.02 0.00 0.02 0.11 0.11 0.11 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:10 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 4. Bellflower Bl & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.813Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 70 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 100 1316 150 276 1280 95 206 435 70 312 409 90 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 1316 150 276 1280 95 206 435 70 312 409 90 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 1316 150 276 1280 95 206 435 70 312 409 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 1316 150 276 1280 95 206 435 70 312 409 90 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 1316 150 276 1280 95 206 435 70 312 409 90 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.79 0.21 1.00 1.72 0.28 1.00 1.64 0.36 Final Sat.: 1600 4800 1600 3200 4468 332 1600 2756 444 1600 2623 577 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.27 0.09 0.09 0.29 0.29 0.13 0.16 0.16 0.20 0.16 0.16 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:10 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 5. Bellflower Bl & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.784Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 159 1124 259 239 1036 214 158 488 105 275 549 303 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 159 1124 259 239 1036 214 158 488 105 275 549 303 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 159 1124 259 239 1036 214 158 488 105 275 549 303 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 159 1124 259 239 1036 214 158 488 105 275 549 303 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 159 1124 259 239 1036 214 158 488 105 275 549 303 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.49 0.51 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 4800 1600 3200 3978 822 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.10 0.23 0.16 0.07 0.26 0.26 0.10 0.15 0.07 0.17 0.17 0.19 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:10 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 6. Bellflower Bl & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.581Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 39 Level Of Service: A********************************************************************************Street Name: Bellflower Bl Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1150 202 184 1200 0 0 0 0 383 0 294 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1150 202 184 1200 0 0 0 0 383 0 294 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1150 202 184 1200 0 0 0 0 383 0 294 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1150 202 184 1200 0 0 0 0 383 0 294 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1150 202 184 1200 0 0 0 0 383 0 294 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 4800 1600 3200 4800 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.24 0.13 0.06 0.25 0.00 0.00 0.00 0.00 0.12 0.00 0.18 Crit Moves: **** **** ************************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:10 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.975Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 159 Level Of Service: E********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 607 100 580 882 402 277 2022 17 62 1737 153 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 607 100 580 882 402 277 2022 17 62 1737 153 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 607 100 580 882 402 277 2022 17 62 1737 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 607 100 580 882 402 277 2022 17 62 1737 153 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 607 100 580 882 402 277 2022 17 62 1737 153 OvlAdjVol: 125 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 1.00 2.97 0.03 1.00 2.76 0.24 Final Sat.: 0 4800 1600 3200 3200 1600 1600 4760 40 1600 4411 389 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.13 0.06 0.18 0.28 0.25 0.17 0.42 0.42 0.04 0.39 0.39 OvlAdjV/S: 0.08 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:10 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 8. Bellflower Bl & Pacific Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.704Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 51 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Pacific Coast Hwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 1 2 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 54 285 74 545 305 18 68 1148 58 150 1061 409 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 54 285 74 545 305 18 68 1148 58 150 1061 409 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 54 285 74 545 305 18 68 1148 58 150 1061 409 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 285 74 545 305 18 68 1148 58 150 1061 409 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 54 285 74 545 305 18 68 1148 58 150 1061 409 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.86 0.14 1.00 3.00 1.00 Final Sat.: 1600 3200 1600 3200 3200 1600 1600 4569 231 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.09 0.05 0.17 0.10 0.01 0.04 0.25 0.25 0.09 0.22 0.26 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:10 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 9. Pacific Coast Hwy & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.003Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 2 0 2 1 0 0 0 2 1 0 0 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 226 893 16 565 1193 27 0 1830 189 0 1624 470 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 226 893 16 565 1193 27 0 1830 189 0 1624 470 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 226 893 16 565 1193 27 0 1830 189 0 1624 470 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 226 893 16 565 1193 27 0 1830 189 0 1624 470 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 226 893 16 565 1193 27 0 1830 189 0 1624 470 OvlAdjVol: 188 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.95 0.05 2.00 2.93 0.07 0.00 2.72 0.28 0.00 2.00 1.00 Final Sat.: 1600 4716 84 3200 4694 106 0 4351 449 0 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.19 0.19 0.18 0.25 0.25 0.00 0.42 0.42 0.00 0.51 0.29 OvlAdjV/S: 0.12 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:10 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 10. W Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.826Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: D********************************************************************************Street Name: W Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 309 0 110 117 2854 0 0 1882 187 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 309 0 110 117 2854 0 0 1882 187 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 309 0 110 117 2854 0 0 1882 187 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 309 0 110 117 2854 0 0 1882 187 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 309 0 110 117 2854 0 0 1882 187 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.47 0.00 0.53 1.00 3.00 0.00 0.00 2.73 0.27 Final Sat.: 0 0 0 2360 0 840 1600 4800 0 0 4366 434 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.13 0.00 0.13 0.07 0.59 0.00 0.00 0.43 0.43 Crit Moves: **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:11 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #11 11. Palo Verde Av & Parking Structure ********************************************************************************Average Delay (sec/veh): 1.4 Worst Case Level Of Service: C[ 19.7]********************************************************************************Street Name: Palo Verde Av Parking Structure Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 43 576 0 0 729 86 43 0 40 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 576 0 0 729 86 43 0 40 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 576 0 0 729 86 43 0 40 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 43 576 0 0 729 86 43 0 40 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: 815 xxxx xxxxx xxxx xxxx xxxxx 1103 xxxx 365 xxxx xxxx xxxxx Potent Cap.: 821 xxxx xxxxx xxxx xxxx xxxxx 209 xxxx 638 xxxx xxxx xxxxx Move Cap.: 821 xxxx xxxxx xxxx xxxx xxxxx 200 xxxx 638 xxxx xxxx xxxxx Volume/Cap: 0.05 xxxx xxxx xxxx xxxx xxxx 0.21 xxxx 0.06 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 0.8 xxxx 0.2 xxxx xxxx xxxxx Control Del: 9.6 xxxx xxxxx xxxxx xxxx xxxxx 27.8 xxxx 11.0 xxxxx xxxx xxxxx LOS by Move: A * * * * * D * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 19.7 xxxxxxApproachLOS: * * C * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:11 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 12. Palo Verde Av & Rendina St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.478Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 32 Level Of Service: A********************************************************************************Street Name: Palo Verde Av Rendina St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 29 585 5 77 693 88 364 1 120 8 0 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 585 5 77 693 88 364 1 120 8 0 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 585 5 77 693 88 364 1 120 8 0 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 585 5 77 693 88 364 1 120 8 0 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 585 5 77 693 88 364 1 120 8 0 40 OvlAdjVol: 0 91 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.98 0.02 1.00 2.00 1.00 2.00 0.01 0.99 0.17 0.00 0.83 Final Sat.: 1600 3173 27 1600 3200 1600 3200 13 1587 267 0 1333 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.18 0.18 0.05 0.22 0.06 0.11 0.08 0.08 0.03 0.00 0.03 OvlAdjV/S: 0.00 0.06 Crit Moves: **** **** **** ************************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:11 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 13. Palo Verde Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.801Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 67 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 286 645 67 316 502 316 579 421 194 47 299 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 286 645 67 316 502 316 579 421 194 47 299 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 286 645 67 316 502 316 579 421 194 47 299 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 286 645 67 316 502 316 579 421 194 47 299 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 286 645 67 316 502 316 579 421 194 47 299 96 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.74 1.26 1.00 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 2779 2021 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.18 0.20 0.04 0.20 0.16 0.20 0.21 0.21 0.12 0.03 0.09 0.06 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:11 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 14. Palo Verde Av & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.753Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 58 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 164 616 391 359 873 314 167 333 112 90 174 83 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 164 616 391 359 873 314 167 333 112 90 174 83 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 164 616 391 359 873 314 167 333 112 90 174 83 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 164 616 391 359 873 314 167 333 112 90 174 83 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 164 616 391 359 873 314 167 333 112 90 174 83 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.35 0.65 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 3200 1600 1600 2167 1033 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.10 0.19 0.24 0.22 0.27 0.20 0.10 0.10 0.07 0.06 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:11 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 15. Palo Verde Av & Woodruff Av ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.735Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 55 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Woodruff Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 942 0 0 1055 0 295 0 489 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 942 0 0 1055 0 295 0 489 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 942 0 0 1055 0 295 0 489 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 942 0 0 1055 0 295 0 489 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 942 0 0 1055 0 295 0 489 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 0.00 0.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3200 0 0 3200 0 1600 0 1600 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.29 0.00 0.00 0.33 0.00 0.18 0.00 0.31 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:11 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 16. Palo Verde Av & I-405 NB off-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.636Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 43 Level Of Service: B********************************************************************************Street Name: Palo Verde Av I-405 NB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 188 758 323 0 683 12 0 0 0 322 8 197 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 188 758 323 0 683 12 0 0 0 322 8 197 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 188 758 323 0 683 12 0 0 0 322 8 197 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 758 323 0 683 12 0 0 0 322 8 197 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 188 758 323 0 683 12 0 0 0 322 8 197 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 0.00 1.97 0.03 0.00 0.00 0.00 1.00 0.04 0.96 Final Sat.: 1600 3200 1600 0 3145 55 0 0 0 1600 62 1538 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.12 0.24 0.20 0.00 0.22 0.22 0.00 0.00 0.00 0.20 0.13 0.13 Crit Moves: **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:11 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 17. Merriam Wy/Fanwood Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.741Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 56 Level Of Service: C********************************************************************************Street Name: Merriam Wy/Fanwood Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1! 0 1 0 0 1! 0 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 665 13 711 14 7 26 15 798 198 232 635 13 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 665 13 711 14 7 26 15 798 198 232 635 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 665 13 711 14 7 26 15 798 198 232 635 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 665 13 711 14 7 26 15 798 198 232 635 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 665 13 711 14 7 26 15 798 198 232 635 13 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.44 0.03 1.53 0.30 0.15 0.55 1.00 2.00 1.00 2.00 1.96 0.04 Final Sat.: 2298 45 2457 477 238 885 1600 3200 1600 3200 3136 64 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.29 0.29 0.29 0.03 0.03 0.03 0.01 0.25 0.12 0.07 0.20 0.20 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:11 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #18 18. Earl Warren Dr & Atherton St ********************************************************************************Average Delay (sec/veh): 0.9 Worst Case Level Of Service: B[ 12.3]********************************************************************************Street Name: Earl Warren Dr Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 1 0 2 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 131 0 0 0 0 761 94 47 1207 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 131 0 0 0 0 761 94 47 1207 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 131 0 0 0 0 761 94 47 1207 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 131 0 0 0 0 761 94 47 1207 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx 381 xxxx xxxx xxxxx xxxx xxxx xxxxx 855 xxxx xxxxx Potent Cap.: xxxx xxxx 623 xxxx xxxx xxxxx xxxx xxxx xxxxx 793 xxxx xxxxx Move Cap.: xxxx xxxx 623 xxxx xxxx xxxxx xxxx xxxx xxxxx 793 xxxx xxxxx Volume/Cap: xxxx xxxx 0.21 xxxx xxxx xxxx xxxx xxxx xxxx 0.06 xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx 0.8 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx 12.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.8 xxxx xxxxx LOS by Move: * * B * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 12.3 xxxxxx xxxxxx xxxxxxApproachLOS: B * * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:11 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #19 19. Studebaker Rd & SR-22 WB offramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.820Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 71 Level Of Service: D********************************************************************************Street Name: Studebaker Rd SR-22 WB offramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 920 41 107 1049 0 0 0 0 1170 0 336 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 920 41 107 1049 0 0 0 0 1170 0 336 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 920 41 107 1049 0 0 0 0 1170 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 920 41 107 1049 0 0 0 0 1170 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 920 41 107 1049 0 0 0 0 1170 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.29 0.03 0.07 0.33 0.00 0.00 0.00 0.00 0.37 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:11 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 20. Studebaker Rd & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.643Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 44 Level Of Service: B********************************************************************************Street Name: Studebaker Rd Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 152 883 24 19 832 186 284 40 194 14 17 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 883 24 19 832 186 284 40 194 14 17 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 152 883 24 19 832 186 284 40 194 14 17 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 152 883 24 19 832 186 284 40 194 14 17 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 152 883 24 19 832 186 284 40 194 14 17 19 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3115 85 1600 3200 1600 1600 1600 1600 1600 1600 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.10 0.28 0.28 0.01 0.26 0.12 0.18 0.03 0.12 0.01 0.01 0.01 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:12 Page 23-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #21 21. Studebaker Rd & I-405 SB off-ramp ********************************************************************************Average Delay (sec/veh): 3.1 Worst Case Level Of Service: C[ 24.8]********************************************************************************Street Name: Studebaker Rd I-405 SB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 2 0 0 2 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1156 0 0 827 0 68 0 215 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1156 0 0 827 0 68 0 215 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1156 0 0 827 0 68 0 215 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1156 0 0 827 0 68 0 215 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1405 xxxx 414 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 133 xxxx 593 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 133 xxxx 593 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.51 xxxx 0.36 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 2.1 xxxx 1.6 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 57.6 xxxx 14.5 xxxxx xxxx xxxxx LOS by Move: * * * * * * F * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 24.8 xxxxxxApproachLOS: * * C * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:12 Page 24-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #22 22. Studebaker Rd & I-405 NB on-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.482Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 32 Level Of Service: A********************************************************************************Street Name: Studebaker Rd I-405 NB on-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 196 1024 0 0 831 77 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 196 1024 0 0 831 77 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 196 1024 0 0 831 77 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 196 1024 0 0 831 77 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 196 1024 0 0 831 77 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.12 0.32 0.00 0.00 0.26 0.05 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:12 Page 25-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #23 23. Studebaker Rd & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.676Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 47 Level Of Service: B********************************************************************************Street Name: Studebaker Rd Anaheim Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 240 1009 27 67 779 42 56 46 427 55 27 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 240 1009 27 67 779 42 56 46 427 55 27 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 240 1009 27 67 779 42 56 46 427 55 27 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 240 1009 27 67 779 42 56 46 427 55 27 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 240 1009 27 67 779 42 56 46 427 55 27 39 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 1.00 0.19 1.81 0.46 0.22 0.32 Final Sat.: 1600 3117 83 1600 3200 1600 1600 311 2889 727 357 516 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.32 0.32 0.04 0.24 0.03 0.04 0.15 0.15 0.03 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:12 Page 26-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #24 24. Earl Warren Dr & Beach Dr ********************************************************************************Average Delay (sec/veh): 4.2 Worst Case Level Of Service: B[ 12.7]********************************************************************************Street Name: Earl Warren Dr Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 35 0 268 109 270 0 0 409 49 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 35 0 268 109 270 0 0 409 49 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 35 0 268 109 270 0 0 409 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 35 0 268 109 270 0 0 409 49 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 787 xxxx 229 458 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 333 xxxx 780 1114 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 307 xxxx 780 1114 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.11 xxxx 0.34 0.10 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.4 xxxx 1.5 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 18.3 xxxx 12.0 8.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * C * B A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.3 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.6 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * A * * * * * ApproachDel: xxxxxx 12.7 xxxxxx xxxxxxApproachLOS: * B * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:12 Page 27-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #25 25. Merriam Wy/Fanwood Av & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.481Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 11.5Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Merriam Wy/Fanwood Av Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 43 17 21 165 10 126 98 154 1 29 255 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 17 21 165 10 126 98 154 1 29 255 111 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 43 17 21 165 10 126 98 154 1 29 255 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 17 21 165 10 126 98 154 1 29 255 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 43 17 21 165 10 126 98 154 1 29 255 111 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.53 0.21 0.26 0.55 0.03 0.42 0.77 1.22 0.01 0.15 1.29 0.56 Final Sat.: 290 115 142 343 21 262 412 680 4 85 769 352 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.15 0.15 0.48 0.48 0.48 0.24 0.23 0.22 0.34 0.33 0.32 Crit Moves: **** **** **** **** Delay/Veh: 9.9 9.9 9.9 13.0 13.0 13.0 11.0 10.5 10.4 11.6 11.3 10.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.9 9.9 9.9 13.0 13.0 13.0 11.0 10.5 10.4 11.6 11.3 10.6 LOS by Move: A A A B B B B B B B B B ApproachDel: 9.9 13.0 10.7 11.1Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 9.9 13.0 10.7 11.1LOS by Appr: A B B B AllWayAvgQ: 0.1 0.1 0.1 0.8 0.8 0.8 0.3 0.3 0.3 0.5 0.4 0.4 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:12 Page 28-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #26 26. E Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.860Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 83 Level Of Service: D********************************************************************************Street Name: E Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 0 0 1 0 1 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 24 15 18 80 25 31 43 3030 34 69 2044 72 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 24 15 18 80 25 31 43 3030 34 69 2044 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 15 18 80 25 31 43 3030 34 69 2044 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 15 18 80 25 31 43 3030 34 69 2044 72 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 15 18 80 25 31 43 3030 34 69 2044 72 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.42 0.26 0.32 1.00 0.45 0.55 1.00 3.00 1.00 1.00 2.90 0.10 Final Sat.: 674 421 505 1600 714 886 1600 4800 1600 1600 4637 163 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.04 0.04 0.05 0.04 0.03 0.03 0.63 0.02 0.04 0.44 0.44 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:12 Page 29-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #27 27. Bellflower Bl & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.853Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 81 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 0 0 2 1 0 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 34 1396 651 0 1101 452 346 1161 549 253 580 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 34 1396 651 0 1101 452 346 1161 549 253 580 4 User Adj: 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 34 1396 521 0 1101 452 346 1161 439 253 580 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 34 1396 521 0 1101 452 346 1161 439 253 580 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 34 1396 521 0 1101 452 346 1161 439 253 580 4 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 0.00 2.13 0.87 1.00 2.90 1.10 1.00 2.98 0.02 Final Sat.: 1600 4800 1600 0 3403 1397 1600 4643 1757 1600 4767 33 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.29 0.33 0.00 0.32 0.32 0.22 0.25 0.25 0.16 0.12 0.12 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:12 Page 30-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #28 28. Pacific Coast Hwy & 2nd St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.029Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 2nd St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 1 0 2 1 0 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 337 927 299 425 1553 473 420 1346 508 380 1248 281 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 337 927 299 425 1553 473 420 1346 508 380 1248 281 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 337 927 299 425 1553 473 420 1346 508 380 1248 281 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 337 927 299 425 1553 473 420 1346 508 380 1248 281 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 337 927 299 425 1553 473 420 1346 508 380 1248 281 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.27 0.73 1.00 2.30 0.70 2.00 2.90 1.10 2.00 3.00 1.00 Final Sat.: 3200 3629 1171 1600 3679 1121 3200 4646 1754 3200 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.26 0.26 0.27 0.42 0.42 0.13 0.29 0.29 0.12 0.26 0.18 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
EXISTING PM Fri Nov 2, 2007 11:58:12 Page 31-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #29 29. Studebaler Rd & SR-22 EB onramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.747Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: C********************************************************************************Street Name: Studebaler Rd SR-22 EB onramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 957 863 327 1888 0 0 0 0 40 0 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 957 863 327 1888 0 0 0 0 40 0 91 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 957 0 327 1888 0 0 0 0 40 0 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 957 0 327 1888 0 0 0 0 40 0 91 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 957 0 327 1888 0 0 0 0 40 0 91 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.30 0.00 0.20 0.59 0.00 0.00 0.00 0.00 0.01 0.00 0.06 Crit Moves: **** ************************************************************************************
NEAR-TERM (YEAR 2012-13) CONDITIONS
NEAR-TERM (YEAR 2012-13) CONDITIONS WITHOUT PROJECT
CB_AM Fri Nov 2, 2007 10:37:32 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #1 1. Palo Verde Ave & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.990Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 29.9Optimal Cycle: 0 Level Of Service: D********************************************************************************Street Name: Palo Verde Avenue Anaheim Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 1 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 5 52 46 300 41 285 114 31 5 46 124 585 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 52 46 300 41 285 114 31 5 46 124 585 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 52 46 300 41 285 114 31 5 46 124 585 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 52 46 300 41 285 114 31 5 46 124 585 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 52 46 300 41 285 114 31 5 46 124 585 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.05 0.50 0.45 2.00 1.00 1.00 0.76 0.21 0.03 0.27 0.73 1.00 Final Sat.: 22 231 205 936 501 555 350 95 15 139 375 591 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.22 0.22 0.22 0.32 0.08 0.51 0.33 0.33 0.33 0.33 0.33 0.99 Crit Moves: **** **** **** ****Delay/Veh: 12.7 12.7 12.7 13.8 10.5 15.6 14.1 14.1 14.1 12.9 12.9 58.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.7 12.7 12.7 13.8 10.5 15.6 14.1 14.1 14.1 12.9 12.9 58.5 LOS by Move: B B B B B C B B B B B F ApproachDel: 12.7 14.4 14.1 48.2Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 12.7 14.4 14.1 48.2LOS by Appr: B B B E AllWayAvgQ: 0.3 0.3 0.3 0.5 0.1 1.0 0.4 0.4 0.4 0.5 0.5 8.1 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:33 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 2. I-405 SB off-ramp & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.675Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 47 Level Of Service: B********************************************************************************Street Name: I-405 SB off-ramp Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 978 0 85 0 1165 0 0 1098 206 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 978 0 85 0 1165 0 0 1098 206 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 978 0 85 0 1165 0 0 1098 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 978 0 85 0 1165 0 0 1098 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 978 0 85 0 1165 0 0 1098 206 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.84 0.00 0.16 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 2944 0 256 0 4800 0 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.33 0.00 0.33 0.00 0.24 0.00 0.00 0.23 0.13 Crit Moves: **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:33 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 3. Bellflower Bl & I-405 NB ramps ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.555Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 37 Level Of Service: A********************************************************************************Street Name: Bellflower Bl I-405 NB ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 1 0 0 2 1 0 0 0 1! 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 6 1062 722 0 1642 4 19 0 35 176 1 182 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 1062 722 0 1642 4 19 0 35 176 1 182 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 1062 722 0 1642 4 19 0 35 176 1 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 1062 722 0 1642 4 19 0 35 176 1 182 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 6 1062 722 0 1642 4 19 0 35 176 1 182 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.38 1.62 0.00 2.99 0.01 0.35 0.00 0.65 1.47 0.01 1.52 Final Sat.: 1600 3810 2590 0 4788 12 563 0 1037 2353 13 2433 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.28 0.28 0.00 0.34 0.34 0.03 0.00 0.03 0.07 0.07 0.07 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:33 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 4. Bellflower Bl & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.764Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 59 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 50 940 112 113 1700 104 174 355 74 174 358 115 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 940 112 113 1700 104 174 355 74 174 358 115 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 940 112 113 1700 104 174 355 74 174 358 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 940 112 113 1700 104 174 355 74 174 358 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 940 112 113 1700 104 174 355 74 174 358 115 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.83 0.17 1.00 1.66 0.34 1.00 1.51 0.49 Final Sat.: 1600 4800 1600 3200 4523 277 1600 2648 552 1600 2422 778 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.20 0.07 0.04 0.38 0.38 0.11 0.13 0.13 0.11 0.15 0.15 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:33 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 5. Bellflower Bl & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.811Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 69 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 47 787 298 614 1186 113 84 622 141 221 384 102 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 787 298 614 1186 113 84 622 141 221 384 102 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 787 298 614 1186 113 84 622 141 221 384 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 787 298 614 1186 113 84 622 141 221 384 102 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 787 298 614 1186 113 84 622 141 221 384 102 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.74 0.26 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 4800 1600 3200 4382 418 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.16 0.19 0.19 0.27 0.27 0.05 0.19 0.09 0.14 0.12 0.06 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:33 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 6. Bellflower Bl & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.535Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 35 Level Of Service: A********************************************************************************Street Name: Bellflower Bl Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1010 415 427 1159 0 0 0 0 40 0 68 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1010 415 427 1159 0 0 0 0 40 0 68 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1010 415 427 1159 0 0 0 0 40 0 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1010 415 427 1159 0 0 0 0 40 0 68 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1010 415 427 1159 0 0 0 0 40 0 68 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 4800 1600 3200 4800 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.21 0.26 0.13 0.24 0.00 0.00 0.00 0.00 0.01 0.00 0.04 Crit Moves: **** **** ************************************************************************************
CB_AM Fri Nov 2, 2007 10:37:33 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.964Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 147 Level Of Service: E********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 786 127 213 355 385 323 2217 5 21 1901 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 786 127 213 355 385 323 2217 5 21 1901 173 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 786 127 213 355 385 323 2217 5 21 1901 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 786 127 213 355 385 323 2217 5 21 1901 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 786 127 213 355 385 323 2217 5 21 1901 173 OvlAdjVol: 62 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 1.00 2.99 0.01 1.00 2.75 0.25 Final Sat.: 0 4800 1600 3200 3200 1600 1600 4789 11 1600 4400 400 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.16 0.08 0.07 0.11 0.24 0.20 0.46 0.46 0.01 0.43 0.43 OvlAdjV/S: 0.04 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:33 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 8. Bellflower Bl & Pacific Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.663Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 46 Level Of Service: B********************************************************************************Street Name: Bellflower Bl Pacific Coast Hwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 1 2 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 86 473 80 255 137 3 75 882 25 43 1383 447 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 86 473 80 255 137 3 75 882 25 43 1383 447 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 473 80 255 137 3 75 882 25 43 1383 447 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 473 80 255 137 3 75 882 25 43 1383 447 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 86 473 80 255 137 3 75 882 25 43 1383 447 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.92 0.08 1.00 3.00 1.00 Final Sat.: 1600 3200 1600 3200 3200 1600 1600 4668 132 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.15 0.05 0.08 0.04 0.00 0.05 0.19 0.19 0.03 0.29 0.28 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:33 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 9. Pacific Coast Hwy & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.033Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 2 0 2 1 0 0 1 1 1 0 0 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 144 1217 10 448 864 14 1 2139 183 0 1719 571 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 144 1217 10 448 864 14 1 2139 183 0 1719 571 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 144 1217 10 448 864 14 1 2139 183 0 1719 571 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 1217 10 448 864 14 1 2139 183 0 1719 571 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 144 1217 10 448 864 14 1 2139 183 0 1719 571 OvlAdjVol: 347 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.98 0.02 2.00 2.95 0.05 0.01 2.76 0.23 0.00 2.00 1.00 Final Sat.: 1600 4761 39 3200 4723 77 2 4420 378 0 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.09 0.26 0.26 0.14 0.18 0.18 0.00 0.48 0.48 0.00 0.54 0.36 OvlAdjV/S: 0.22 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:33 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 10. W Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.849Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 80 Level Of Service: D********************************************************************************Street Name: W Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 32 0 35 196 2624 0 0 2400 510 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 32 0 35 196 2624 0 0 2400 510 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 32 0 35 196 2624 0 0 2400 510 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 32 0 35 196 2624 0 0 2400 510 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 32 0 35 196 2624 0 0 2400 510 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 2.47 0.53 Final Sat.: 0 0 0 1600 0 1600 1600 4800 0 0 3959 841 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.02 0.12 0.55 0.00 0.00 0.61 0.61 Crit Moves: **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:33 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #11 11. Palo Verde Av & Parking Structure ********************************************************************************Average Delay (sec/veh): 0.9 Worst Case Level Of Service: B[ 14.1]********************************************************************************Street Name: Palo Verde Av Parking Structure Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 99 475 0 0 616 181 6 0 14 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 99 475 0 0 616 181 6 0 14 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 99 475 0 0 616 181 6 0 14 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 99 475 0 0 616 181 6 0 14 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: 797 xxxx xxxxx xxxx xxxx xxxxx 1052 xxxx 308 xxxx xxxx xxxxx Potent Cap.: 834 xxxx xxxxx xxxx xxxx xxxxx 225 xxxx 694 xxxx xxxx xxxxx Move Cap.: 834 xxxx xxxxx xxxx xxxx xxxxx 205 xxxx 694 xxxx xxxx xxxxx Volume/Cap: 0.12 xxxx xxxx xxxx xxxx xxxx 0.03 xxxx 0.02 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: 0.4 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx Control Del: 9.9 xxxx xxxxx xxxxx xxxx xxxxx 23.1 xxxx 10.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 14.1 xxxxxxApproachLOS: * * B * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:33 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 12. Palo Verde Av & Rendina St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.413Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 29 Level Of Service: A********************************************************************************Street Name: Palo Verde Av Rendina St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 55 424 2 36 794 242 3 1 3 3 0 44 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 424 2 36 794 242 3 1 3 3 0 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 424 2 36 794 242 3 1 3 3 0 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 424 2 36 794 242 3 1 3 3 0 44 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 55 424 2 36 794 242 3 1 3 3 0 44 OvlAdjVol: 240 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 1.00 1.50 0.50 1.00 0.06 0.00 0.94 Final Sat.: 1600 3185 15 1600 3200 1600 2400 800 1600 102 0 1498 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.13 0.13 0.02 0.25 0.15 0.00 0.00 0.00 0.03 0.00 0.03 OvlAdjV/S: 0.15 0.00 Crit Moves: **** **** **** ************************************************************************************
CB_AM Fri Nov 2, 2007 10:37:34 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 13. Palo Verde Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.770Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 61 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 230 325 35 105 766 519 147 244 256 107 407 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 230 325 35 105 766 519 147 244 256 107 407 111 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 230 325 35 105 766 519 147 244 256 107 407 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 230 325 35 105 766 519 147 244 256 107 407 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 230 325 35 105 766 519 147 244 256 107 407 111 OvlAdjVol: 263 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.13 1.87 1.00 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1805 2995 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.10 0.02 0.07 0.24 0.32 0.08 0.08 0.16 0.07 0.13 0.07 OvlAdjV/S: 0.16 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:34 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 14. Palo Verde Av & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.776Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 62 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 126 351 141 236 1282 187 138 351 147 59 270 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 351 141 236 1282 187 138 351 147 59 270 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 351 141 236 1282 187 138 351 147 59 270 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 351 141 236 1282 187 138 351 147 59 270 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 351 141 236 1282 187 138 351 147 59 270 82 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.53 0.47 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 3200 1600 1600 2455 745 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.11 0.09 0.15 0.40 0.12 0.09 0.11 0.09 0.04 0.11 0.11 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:34 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 15. Palo Verde Av & Woodruff Av ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.867Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 86 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Woodruff Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 571 0 0 1197 0 281 0 629 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 571 0 0 1197 0 281 0 629 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 571 0 0 1197 0 281 0 629 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 571 0 0 1197 0 281 0 629 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 571 0 0 1197 0 281 0 629 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 0.00 0.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3200 0 0 3200 0 1600 0 1600 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.18 0.00 0.00 0.37 0.00 0.18 0.00 0.39 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:34 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 16. Palo Verde Av & I-405 NB off-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.619Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 42 Level Of Service: B********************************************************************************Street Name: Palo Verde Av I-405 NB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 124 570 196 0 880 9 0 0 0 262 40 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 570 196 0 880 9 0 0 0 262 40 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 124 570 196 0 880 9 0 0 0 262 40 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 124 570 196 0 880 9 0 0 0 262 40 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 124 570 196 0 880 9 0 0 0 262 40 138 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 0.00 1.98 0.02 0.00 0.00 0.00 1.00 0.22 0.78 Final Sat.: 1600 3200 1600 0 3168 32 0 0 0 1600 360 1240 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.18 0.12 0.00 0.28 0.28 0.00 0.00 0.00 0.16 0.11 0.11 Crit Moves: **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:34 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 17. Merriam Wy/Fanwood Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.777Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 62 Level Of Service: C********************************************************************************Street Name: Merriam Wy/Fanwood Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1! 0 1 0 0 1! 0 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 24 1 37 26 54 91 1 570 468 847 583 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 24 1 37 26 54 91 1 570 468 847 583 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 1 37 26 54 91 1 570 468 847 583 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 1 37 26 54 91 1 570 468 847 583 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 1 37 26 54 91 1 570 468 847 583 2 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.16 0.05 1.79 0.15 0.32 0.53 1.00 2.00 1.00 2.00 1.99 0.01 Final Sat.: 1858 77 2865 243 505 851 1600 3200 1600 3200 3189 11 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.01 0.01 0.11 0.11 0.11 0.00 0.18 0.29 0.26 0.18 0.18 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:34 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #18 18. Earl Warren Dr & Atherton St ********************************************************************************Average Delay (sec/veh): 0.7 Worst Case Level Of Service: B[ 13.6]********************************************************************************Street Name: Earl Warren Dr Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 1 0 2 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 45 0 0 0 0 1162 205 59 596 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 45 0 0 0 0 1162 205 59 596 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 45 0 0 0 0 1162 205 59 596 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 45 0 0 0 0 1162 205 59 596 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx 581 xxxx xxxx xxxxx xxxx xxxx xxxxx 1367 xxxx xxxxx Potent Cap.: xxxx xxxx 462 xxxx xxxx xxxxx xxxx xxxx xxxxx 509 xxxx xxxxx Move Cap.: xxxx xxxx 462 xxxx xxxx xxxxx xxxx xxxx xxxxx 509 xxxx xxxxx Volume/Cap: xxxx xxxx 0.10 xxxx xxxx xxxx xxxx xxxx xxxx 0.12 xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx 0.3 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx xxxxx Control Del:xxxxx xxxx 13.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 13.0 xxxx xxxxx LOS by Move: * * B * * * * * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 13.6 xxxxxx xxxxxx xxxxxxApproachLOS: B * * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:34 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #19 19. Studebaker Rd & SR-22 WB offramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.770Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: C********************************************************************************Street Name: Studebaker Rd SR-22 WB offramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 807 58 90 1286 0 0 0 0 858 0 524 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 807 58 90 1286 0 0 0 0 858 0 524 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 807 58 90 1286 0 0 0 0 858 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 807 58 90 1286 0 0 0 0 858 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 807 58 90 1286 0 0 0 0 858 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.25 0.04 0.06 0.40 0.00 0.00 0.00 0.00 0.27 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:34 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 20. Studebaker Rd & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.630Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 43 Level Of Service: B********************************************************************************Street Name: Studebaker Rd Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 238 831 15 12 927 436 116 15 76 25 34 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 238 831 15 12 927 436 116 15 76 25 34 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 238 831 15 12 927 436 116 15 76 25 34 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 831 15 12 927 436 116 15 76 25 34 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 238 831 15 12 927 436 116 15 76 25 34 28 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.10 0.90 Final Sat.: 1600 3143 57 1600 3200 1600 1600 1600 1600 1600 1755 1445 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.26 0.26 0.01 0.29 0.27 0.07 0.01 0.05 0.02 0.02 0.02 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:34 Page 23-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #21 21. Studebaker Rd & I-405 SB off-ramp ********************************************************************************Average Delay (sec/veh): 7.2 Worst Case Level Of Service: E[ 44.5]********************************************************************************Street Name: Studebaker Rd I-405 SB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 2 0 0 2 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1000 0 0 1075 0 84 0 314 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1000 0 0 1075 0 84 0 314 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1000 0 0 1075 0 84 0 314 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1000 0 0 1075 0 84 0 314 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1575 xxxx 538 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 103 xxxx 493 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 103 xxxx 493 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.82 xxxx 0.64 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 3.4 xxxx 4.4 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 120.1 xxxx 24.2 xxxxx xxxx xxxxx LOS by Move: * * * * * * F * C * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 44.5 xxxxxxApproachLOS: * * E * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:34 Page 24-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #22 22. Studebaker Rd & I-405 NB on-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.595Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 40 Level Of Service: A********************************************************************************Street Name: Studebaker Rd I-405 NB on-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 251 830 0 0 1083 97 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 251 830 0 0 1083 97 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 251 830 0 0 1083 97 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 251 830 0 0 1083 97 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 251 830 0 0 1083 97 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.16 0.26 0.00 0.00 0.34 0.06 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:35 Page 25-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #23 23. Studebaker Rd & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.797Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 66 Level Of Service: C********************************************************************************Street Name: Studebaker Rd Anaheim Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 398 905 14 51 1114 106 38 14 171 67 23 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 398 905 14 51 1114 106 38 14 171 67 23 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 398 905 14 51 1114 106 38 14 171 67 23 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 398 905 14 51 1114 106 38 14 171 67 23 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 398 905 14 51 1114 106 38 14 171 67 23 33 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 2.00 1.00 1.00 0.15 1.85 0.54 0.19 0.27 Final Sat.: 1600 3151 49 1600 3200 1600 1600 242 2958 872 299 429 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.25 0.29 0.29 0.03 0.35 0.07 0.02 0.06 0.06 0.04 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:35 Page 26-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #24 24. Earl Warren Dr & Beach Dr ********************************************************************************Average Delay (sec/veh): 3.5 Worst Case Level Of Service: C[ 16.1]********************************************************************************Street Name: Earl Warren Dr Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 13 0 24 360 481 0 0 96 70 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 13 0 24 360 481 0 0 96 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 13 0 24 360 481 0 0 96 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 13 0 24 360 481 0 0 96 70 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 1092 xxxx 83 166 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 212 xxxx 966 1424 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 160 xxxx 966 1424 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.08 xxxx 0.02 0.25 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.3 xxxx 0.1 1.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 29.4 xxxx 8.8 8.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * D * A A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * A * * * * * ApproachDel: xxxxxx 16.1 xxxxxx xxxxxxApproachLOS: * C * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:35 Page 27-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #25 25. Merriam Wy/Fanwood Av & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.361Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 9.6Optimal Cycle: 0 Level Of Service: A********************************************************************************Street Name: Merriam Wy/Fanwood Av Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 12 14 1 16 2 9 180 223 8 16 132 296 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 14 1 16 2 9 180 223 8 16 132 296 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 14 1 16 2 9 180 223 8 16 132 296 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 14 1 16 2 9 180 223 8 16 132 296 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 14 1 16 2 9 180 223 8 16 132 296 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.44 0.52 0.04 0.60 0.07 0.33 0.88 1.08 0.04 0.07 0.93 1.00 Final Sat.: 258 301 22 353 44 198 572 767 28 50 650 819 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.05 0.05 0.05 0.05 0.05 0.31 0.29 0.29 0.32 0.20 0.36 Crit Moves: **** **** **** ****Delay/Veh: 8.9 8.9 8.9 8.8 8.8 8.8 10.6 9.7 9.6 9.1 9.1 9.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.9 8.9 8.9 8.8 8.8 8.8 10.6 9.7 9.6 9.1 9.1 9.4 LOS by Move: A A A A A A B A A A A A ApproachDel: 8.9 8.8 10.1 9.3Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 8.9 8.8 10.1 9.3LOS by Appr: A A B A AllWayAvgQ: 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.4 0.3 0.5 0.5 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:35 Page 28-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #26 26. E Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.808Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 68 Level Of Service: D********************************************************************************Street Name: E Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 0 0 1 0 1 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 67 18 24 14 10 13 42 2499 62 69 2781 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 18 24 14 10 13 42 2499 62 69 2781 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 67 18 24 14 10 13 42 2499 62 69 2781 122 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 67 18 24 14 10 13 42 2499 62 69 2781 122 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 67 18 24 14 10 13 42 2499 62 69 2781 122 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.61 0.17 0.22 1.00 0.43 0.57 1.00 3.00 1.00 1.00 2.87 0.13 Final Sat.: 983 264 352 1600 696 904 1600 4800 1600 1600 4598 202 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.07 0.07 0.01 0.01 0.01 0.03 0.52 0.04 0.04 0.60 0.60 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:35 Page 29-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #27 27. Bellflower Bl & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.822Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 72 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 0 0 2 1 0 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 28 1462 374 0 1017 468 291 971 894 210 830 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 1462 374 0 1017 468 291 971 894 210 830 3 User Adj: 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 1462 299 0 1017 468 291 971 715 210 830 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 1462 299 0 1017 468 291 971 715 210 830 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 28 1462 299 0 1017 468 291 971 715 210 830 3 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 0.00 2.05 0.95 1.00 2.30 1.70 1.00 2.99 0.01 Final Sat.: 1600 4800 1600 0 3287 1513 1600 3685 2715 1600 4783 17 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.30 0.19 0.00 0.31 0.31 0.18 0.26 0.26 0.13 0.17 0.17 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:35 Page 30-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #28 28. Pacific Coast Hwy & 2nd St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.014Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 2nd St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 1 0 2 1 0 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 453 1277 376 316 1047 214 286 1380 421 272 942 199 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 453 1277 376 316 1047 214 286 1380 421 272 942 199 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 453 1277 376 316 1047 214 286 1380 421 272 942 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 453 1277 376 316 1047 214 286 1380 421 272 942 199 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 453 1277 376 316 1047 214 286 1380 421 272 942 199 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.32 0.68 1.00 2.49 0.51 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3708 1092 1600 3985 815 3200 4800 1600 3200 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.34 0.34 0.20 0.26 0.26 0.09 0.29 0.26 0.09 0.20 0.12 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 10:37:35 Page 31-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #29 29. Studebaler Rd & SR-22 EB onramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.761Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: C********************************************************************************Street Name: Studebaler Rd SR-22 EB onramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 751 1158 263 1886 0 0 0 0 16 0 114 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 751 1158 263 1886 0 0 0 0 16 0 114 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 751 0 263 1886 0 0 0 0 16 0 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 751 0 263 1886 0 0 0 0 16 0 114 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 751 0 263 1886 0 0 0 0 16 0 114 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.23 0.00 0.16 0.59 0.00 0.00 0.00 0.00 0.01 0.00 0.07 Crit Moves: **** ************************************************************************************
CB_PM Fri Nov 2, 2007 10:39:03 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #1 1. Palo Verde Ave & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.669Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 18.1Optimal Cycle: 0 Level Of Service: C********************************************************************************Street Name: Palo Verde Avenue Anaheim Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 1 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 5 73 31 548 98 233 222 83 10 41 63 305 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 73 31 548 98 233 222 83 10 41 63 305 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 73 31 548 98 233 222 83 10 41 63 305 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 73 31 548 98 233 222 83 10 41 63 305 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 73 31 548 98 233 222 83 10 41 63 305 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.05 0.67 0.28 2.00 1.00 1.00 0.71 0.26 0.03 0.39 0.61 1.00 Final Sat.: 19 281 119 950 506 563 332 124 15 177 272 508 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.26 0.26 0.26 0.58 0.19 0.41 0.67 0.67 0.67 0.23 0.23 0.60 Crit Moves: **** **** **** ****Delay/Veh: 13.4 13.4 13.4 19.7 11.3 13.2 23.6 23.6 23.6 12.7 12.7 18.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.4 13.4 13.4 19.7 11.3 13.2 23.6 23.6 23.6 12.7 12.7 18.8 LOS by Move: B B B C B B C C C B B C ApproachDel: 13.4 17.0 23.6 17.3Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 13.4 17.0 23.6 17.3LOS by Appr: B C C C AllWayAvgQ: 0.3 0.3 0.3 1.3 0.2 0.7 1.7 1.7 1.7 0.3 0.3 1.3 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:03 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 2. I-405 SB off-ramp & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.674Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 47 Level Of Service: B********************************************************************************Street Name: I-405 SB off-ramp Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 820 0 109 0 1361 0 0 938 187 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 820 0 109 0 1361 0 0 938 187 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 820 0 109 0 1361 0 0 938 187 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 820 0 109 0 1361 0 0 938 187 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 820 0 109 0 1361 0 0 938 187 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.77 0.00 0.23 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 2825 0 375 0 4800 0 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.29 0.00 0.29 0.00 0.28 0.00 0.00 0.20 0.12 Crit Moves: **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:03 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 3. Bellflower Bl & I-405 NB ramps ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.604Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 40 Level Of Service: B********************************************************************************Street Name: Bellflower Bl I-405 NB ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 1 0 0 2 1 0 0 0 1! 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 29 1382 607 0 1706 4 10 0 21 280 6 242 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 1382 607 0 1706 4 10 0 21 280 6 242 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 1382 607 0 1706 4 10 0 21 280 6 242 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 1382 607 0 1706 4 10 0 21 280 6 242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 1382 607 0 1706 4 10 0 21 280 6 242 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.78 1.22 0.00 2.99 0.01 0.32 0.00 0.68 1.59 0.03 1.38 Final Sat.: 1600 4447 1953 0 4789 11 516 0 1084 2545 55 2200 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.31 0.31 0.00 0.36 0.36 0.02 0.00 0.02 0.11 0.11 0.11 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:03 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 4. Bellflower Bl & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.855Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 82 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 103 1449 154 283 1435 146 243 456 72 320 432 92 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 1449 154 283 1435 146 243 456 72 320 432 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 1449 154 283 1435 146 243 456 72 320 432 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 1449 154 283 1435 146 243 456 72 320 432 92 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 1449 154 283 1435 146 243 456 72 320 432 92 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.72 0.28 1.00 1.73 0.27 1.00 1.65 0.35 Final Sat.: 1600 4800 1600 3200 4357 443 1600 2764 436 1600 2638 562 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.30 0.10 0.09 0.33 0.33 0.15 0.17 0.16 0.20 0.16 0.16 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:03 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 5. Bellflower Bl & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.824Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 73 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 163 1239 265 257 1172 220 162 500 108 282 563 323 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 1239 265 257 1172 220 162 500 108 282 563 323 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 1239 265 257 1172 220 162 500 108 282 563 323 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 1239 265 257 1172 220 162 500 108 282 563 323 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 1239 265 257 1172 220 162 500 108 282 563 323 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.53 0.47 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 4800 1600 3200 4041 759 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.10 0.26 0.17 0.08 0.29 0.29 0.10 0.16 0.07 0.18 0.18 0.20 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:03 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 6. Bellflower Bl & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.611Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 41 Level Of Service: B********************************************************************************Street Name: Bellflower Bl Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1266 207 189 1340 0 0 0 0 393 0 301 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1266 207 189 1340 0 0 0 0 393 0 301 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1266 207 189 1340 0 0 0 0 393 0 301 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1266 207 189 1340 0 0 0 0 393 0 301 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1266 207 189 1340 0 0 0 0 393 0 301 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 4800 1600 3200 4800 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.26 0.13 0.06 0.28 0.00 0.00 0.00 0.00 0.12 0.00 0.19 Crit Moves: **** **** ************************************************************************************
CB_PM Fri Nov 2, 2007 10:39:03 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.031Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 700 103 605 1005 412 284 2131 17 64 1843 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 700 103 605 1005 412 284 2131 17 64 1843 167 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 700 103 605 1005 412 284 2131 17 64 1843 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 700 103 605 1005 412 284 2131 17 64 1843 167 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 700 103 605 1005 412 284 2131 17 64 1843 167 OvlAdjVol: 128 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 1.00 2.98 0.02 1.00 2.75 0.25 Final Sat.: 0 4800 1600 3200 3200 1600 1600 4762 38 1600 4401 399 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.15 0.06 0.19 0.31 0.26 0.18 0.45 0.45 0.04 0.42 0.42 OvlAdjV/S: 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:03 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 8. Bellflower Bl & Pacific Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.780Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Pacific Coast Hwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 1 2 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 55 321 76 613 359 18 70 1344 59 154 1242 468 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 321 76 613 359 18 70 1344 59 154 1242 468 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 321 76 613 359 18 70 1344 59 154 1242 468 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 321 76 613 359 18 70 1344 59 154 1242 468 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 55 321 76 613 359 18 70 1344 59 154 1242 468 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.87 0.13 1.00 3.00 1.00 Final Sat.: 1600 3200 1600 3200 3200 1600 1600 4598 202 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.10 0.05 0.19 0.11 0.01 0.04 0.29 0.29 0.10 0.26 0.29 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:03 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 9. Pacific Coast Hwy & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.064Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 2 0 2 1 0 0 0 2 1 0 0 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 232 1069 16 628 1390 28 0 1885 194 0 1676 533 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 1069 16 628 1390 28 0 1885 194 0 1676 533 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 1069 16 628 1390 28 0 1885 194 0 1676 533 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 1069 16 628 1390 28 0 1885 194 0 1676 533 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 1069 16 628 1390 28 0 1885 194 0 1676 533 OvlAdjVol: 219 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.96 0.04 2.00 2.94 0.06 0.00 2.72 0.28 0.00 2.00 1.00 Final Sat.: 1600 4729 71 3200 4705 95 0 4352 448 0 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.23 0.23 0.20 0.30 0.30 0.00 0.43 0.43 0.00 0.52 0.33 OvlAdjV/S: 0.14 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 10. W Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.858Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: D********************************************************************************Street Name: W Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 317 0 113 120 2993 0 0 2001 192 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 317 0 113 120 2993 0 0 2001 192 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 317 0 113 120 2993 0 0 2001 192 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 317 0 113 120 2993 0 0 2001 192 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 317 0 113 120 2993 0 0 2001 192 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.47 0.00 0.53 1.00 3.00 0.00 0.00 2.74 0.26 Final Sat.: 0 0 0 2359 0 841 1600 4800 0 0 4380 420 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.13 0.00 0.13 0.08 0.62 0.00 0.00 0.46 0.46 Crit Moves: **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #11 11. Palo Verde Av & Parking Structure ********************************************************************************Average Delay (sec/veh): 1.4 Worst Case Level Of Service: C[ 20.5]********************************************************************************Street Name: Palo Verde Av Parking Structure Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 44 590 0 0 747 88 44 0 41 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 590 0 0 747 88 44 0 41 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 590 0 0 747 88 44 0 41 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 44 590 0 0 747 88 44 0 41 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: 835 xxxx xxxxx xxxx xxxx xxxxx 1130 xxxx 374 xxxx xxxx xxxxx Potent Cap.: 807 xxxx xxxxx xxxx xxxx xxxxx 201 xxxx 630 xxxx xxxx xxxxx Move Cap.: 807 xxxx xxxxx xxxx xxxx xxxxx 192 xxxx 630 xxxx xxxx xxxxx Volume/Cap: 0.05 xxxx xxxx xxxx xxxx xxxx 0.23 xxxx 0.07 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 0.9 xxxx 0.2 xxxx xxxx xxxxx Control Del: 9.7 xxxx xxxxx xxxxx xxxx xxxxx 29.2 xxxx 11.1 xxxxx xxxx xxxxx LOS by Move: A * * * * * D * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 20.5 xxxxxxApproachLOS: * * C * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 12. Palo Verde Av & Rendina St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.486Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 Level Of Service: A********************************************************************************Street Name: Palo Verde Av Rendina St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 30 600 5 79 710 90 373 1 123 8 0 41 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 600 5 79 710 90 373 1 123 8 0 41 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 600 5 79 710 90 373 1 123 8 0 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 600 5 79 710 90 373 1 123 8 0 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 600 5 79 710 90 373 1 123 8 0 41 OvlAdjVol: 0 93 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.98 0.02 1.00 2.00 1.00 2.00 0.01 0.99 0.16 0.00 0.84 Final Sat.: 1600 3174 26 1600 3200 1600 3200 13 1587 261 0 1339 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.19 0.19 0.05 0.22 0.06 0.12 0.08 0.08 0.03 0.00 0.03 OvlAdjV/S: 0.00 0.06 Crit Moves: **** **** **** ************************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 13. Palo Verde Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.824Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 73 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 293 661 69 324 515 324 593 444 199 48 318 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 293 661 69 324 515 324 593 444 199 48 318 98 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 293 661 69 324 515 324 593 444 199 48 318 98 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 293 661 69 324 515 324 593 444 199 48 318 98 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 293 661 69 324 515 324 593 444 199 48 318 98 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.72 1.28 1.00 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 2745 2055 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.18 0.21 0.04 0.20 0.16 0.20 0.22 0.22 0.12 0.03 0.10 0.06 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 14. Palo Verde Av & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.774Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 61 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 168 631 401 368 895 322 171 351 115 92 191 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 631 401 368 895 322 171 351 115 92 191 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 631 401 368 895 322 171 351 115 92 191 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 631 401 368 895 322 171 351 115 92 191 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 631 401 368 895 322 171 351 115 92 191 85 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.38 0.62 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 3200 1600 1600 2214 986 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.20 0.25 0.23 0.28 0.20 0.11 0.11 0.07 0.06 0.09 0.09 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 15. Palo Verde Av & Woodruff Av ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.751Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 57 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Woodruff Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 966 0 0 1081 0 302 0 501 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 966 0 0 1081 0 302 0 501 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 966 0 0 1081 0 302 0 501 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 966 0 0 1081 0 302 0 501 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 966 0 0 1081 0 302 0 501 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 0.00 0.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3200 0 0 3200 0 1600 0 1600 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.30 0.00 0.00 0.34 0.00 0.19 0.00 0.31 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 16. Palo Verde Av & I-405 NB off-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.649Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 44 Level Of Service: B********************************************************************************Street Name: Palo Verde Av I-405 NB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 193 777 331 0 700 12 0 0 0 330 8 202 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 193 777 331 0 700 12 0 0 0 330 8 202 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 193 777 331 0 700 12 0 0 0 330 8 202 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 193 777 331 0 700 12 0 0 0 330 8 202 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 193 777 331 0 700 12 0 0 0 330 8 202 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 0.00 1.97 0.03 0.00 0.00 0.00 1.00 0.04 0.96 Final Sat.: 1600 3200 1600 0 3146 54 0 0 0 1600 61 1539 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.12 0.24 0.21 0.00 0.22 0.22 0.00 0.00 0.00 0.21 0.13 0.13 Crit Moves: **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 17. Merriam Wy/Fanwood Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.760Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 59 Level Of Service: C********************************************************************************Street Name: Merriam Wy/Fanwood Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1! 0 1 0 0 1! 0 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 682 13 729 14 7 27 15 830 203 238 663 13 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 682 13 729 14 7 27 15 830 203 238 663 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 682 13 729 14 7 27 15 830 203 238 663 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 682 13 729 14 7 27 15 830 203 238 663 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 682 13 729 14 7 27 15 830 203 238 663 13 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.44 0.03 1.53 0.29 0.15 0.56 1.00 2.00 1.00 2.00 1.96 0.04 Final Sat.: 2299 44 2457 467 233 900 1600 3200 1600 3200 3138 62 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.30 0.30 0.30 0.03 0.03 0.03 0.01 0.26 0.13 0.07 0.21 0.21 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #18 18. Earl Warren Dr & Atherton St ********************************************************************************Average Delay (sec/veh): 0.9 Worst Case Level Of Service: B[ 12.6]********************************************************************************Street Name: Earl Warren Dr Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 1 0 2 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 134 0 0 0 0 792 96 48 1249 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 134 0 0 0 0 792 96 48 1249 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 134 0 0 0 0 792 96 48 1249 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 134 0 0 0 0 792 96 48 1249 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx 396 xxxx xxxx xxxxx xxxx xxxx xxxxx 888 xxxx xxxxx Potent Cap.: xxxx xxxx 609 xxxx xxxx xxxxx xxxx xxxx xxxxx 771 xxxx xxxxx Move Cap.: xxxx xxxx 609 xxxx xxxx xxxxx xxxx xxxx xxxxx 771 xxxx xxxxx Volume/Cap: xxxx xxxx 0.22 xxxx xxxx xxxx xxxx xxxx xxxx 0.06 xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx 0.8 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx 12.6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.0 xxxx xxxxx LOS by Move: * * B * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 12.6 xxxxxx xxxxxx xxxxxxApproachLOS: B * * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #19 19. Studebaker Rd & SR-22 WB offramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.902Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 101 Level Of Service: E********************************************************************************Street Name: Studebaker Rd SR-22 WB offramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1052 92 110 1192 0 0 0 0 1294 0 344 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1052 92 110 1192 0 0 0 0 1294 0 344 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 1052 92 110 1192 0 0 0 0 1294 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1052 92 110 1192 0 0 0 0 1294 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 1052 92 110 1192 0 0 0 0 1294 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.33 0.06 0.07 0.37 0.00 0.00 0.00 0.00 0.40 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 20. Studebaker Rd & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.697Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 50 Level Of Service: B********************************************************************************Street Name: Studebaker Rd Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 168 1002 25 19 957 191 291 41 211 14 17 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 1002 25 19 957 191 291 41 211 14 17 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 1002 25 19 957 191 291 41 211 14 17 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 1002 25 19 957 191 291 41 211 14 17 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 1002 25 19 957 191 291 41 211 14 17 19 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3122 78 1600 3200 1600 1600 1600 1600 1600 1600 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.32 0.32 0.01 0.30 0.12 0.18 0.03 0.13 0.01 0.01 0.01 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 23-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #21 21. Studebaker Rd & I-405 SB off-ramp ********************************************************************************Average Delay (sec/veh): 4.2 Worst Case Level Of Service: D[ 34.9]********************************************************************************Street Name: Studebaker Rd I-405 SB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 2 0 0 2 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1282 0 0 940 0 70 0 232 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1282 0 0 940 0 70 0 232 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1282 0 0 940 0 70 0 232 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1282 0 0 940 0 70 0 232 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1581 xxxx 470 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 102 xxxx 545 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 102 xxxx 545 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.69 xxxx 0.43 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 2.8 xxxx 2.1 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 96.4 xxxx 16.4 xxxxx xxxx xxxxx LOS by Move: * * * * * * F * C * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 34.9 xxxxxxApproachLOS: * * D * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 24-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #22 22. Studebaker Rd & I-405 NB on-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.528Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 35 Level Of Service: A********************************************************************************Street Name: Studebaker Rd I-405 NB on-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 213 1135 0 0 944 79 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 213 1135 0 0 944 79 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 213 1135 0 0 944 79 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 213 1135 0 0 944 79 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 213 1135 0 0 944 79 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.35 0.00 0.00 0.30 0.05 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 25-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #23 23. Studebaker Rd & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.726Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 54 Level Of Service: C********************************************************************************Street Name: Studebaker Rd Anaheim Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 246 1143 28 69 915 43 57 47 438 56 28 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 246 1143 28 69 915 43 57 47 438 56 28 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 246 1143 28 69 915 43 57 47 438 56 28 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 246 1143 28 69 915 43 57 47 438 56 28 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 246 1143 28 69 915 43 57 47 438 56 28 40 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 1.00 0.19 1.81 0.45 0.23 0.32 Final Sat.: 1600 3123 77 1600 3200 1600 1600 310 2890 723 361 516 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.37 0.37 0.04 0.29 0.03 0.04 0.15 0.15 0.04 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 26-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #24 24. Earl Warren Dr & Beach Dr ********************************************************************************Average Delay (sec/veh): 4.3 Worst Case Level Of Service: B[ 13.0]********************************************************************************Street Name: Earl Warren Dr Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 36 0 275 112 277 0 0 419 50 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 36 0 275 112 277 0 0 419 50 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 36 0 275 112 277 0 0 419 50 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 36 0 275 112 277 0 0 419 50 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 807 xxxx 235 469 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 323 xxxx 773 1103 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 297 xxxx 773 1103 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.12 xxxx 0.36 0.10 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.4 xxxx 1.6 0.3 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 18.8 xxxx 12.2 8.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * C * B A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.3 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.6 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * A * * * * * ApproachDel: xxxxxx 13.0 xxxxxx xxxxxxApproachLOS: * B * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 27-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #25 25. Merriam Wy/Fanwood Av & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.495Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 11.7Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Merriam Wy/Fanwood Av Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 44 17 22 169 10 129 100 158 1 30 261 114 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 17 22 169 10 129 100 158 1 30 261 114 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 17 22 169 10 129 100 158 1 30 261 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 17 22 169 10 129 100 158 1 30 261 114 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 17 22 169 10 129 100 158 1 30 261 114 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.53 0.20 0.27 0.55 0.03 0.42 0.77 1.22 0.01 0.15 1.29 0.56 Final Sat.: 287 111 143 341 20 260 407 675 4 85 761 350 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.15 0.15 0.50 0.50 0.50 0.25 0.23 0.23 0.35 0.34 0.33 Crit Moves: **** **** **** **** Delay/Veh: 10.0 10.0 10.0 13.4 13.4 13.4 11.2 10.7 10.5 11.8 11.5 10.8 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.0 10.0 10.0 13.4 13.4 13.4 11.2 10.7 10.5 11.8 11.5 10.8 LOS by Move: B B B B B B B B B B B B ApproachDel: 10.0 13.4 10.9 11.3Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 10.0 13.4 10.9 11.3LOS by Appr: B B B B AllWayAvgQ: 0.1 0.1 0.1 0.8 0.8 0.8 0.3 0.3 0.3 0.5 0.4 0.4 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:04 Page 28-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #26 26. E Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.893Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 97 Level Of Service: D********************************************************************************Street Name: E Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 0 0 1 0 1 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 25 15 18 82 26 32 44 3174 35 71 2167 74 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 25 15 18 82 26 32 44 3174 35 71 2167 74 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 25 15 18 82 26 32 44 3174 35 71 2167 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 15 18 82 26 32 44 3174 35 71 2167 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 25 15 18 82 26 32 44 3174 35 71 2167 74 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.43 0.26 0.31 1.00 0.45 0.55 1.00 3.00 1.00 1.00 2.90 0.10 Final Sat.: 690 414 497 1600 717 883 1600 4800 1600 1600 4641 159 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.04 0.04 0.05 0.04 0.04 0.03 0.66 0.02 0.04 0.47 0.47 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:05 Page 29-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #27 27. Bellflower Bl & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.918Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 110 Level Of Service: E********************************************************************************Street Name: Bellflower Bl Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 0 0 2 1 0 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 35 1563 667 0 1302 509 384 1194 563 259 602 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 1563 667 0 1302 509 384 1194 563 259 602 4 User Adj: 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 35 1563 534 0 1302 509 384 1194 450 259 602 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 1563 534 0 1302 509 384 1194 450 259 602 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 1563 534 0 1302 509 384 1194 450 259 602 4 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 0.00 2.16 0.84 1.00 2.90 1.10 1.00 2.98 0.02 Final Sat.: 1600 4800 1600 0 3451 1349 1600 4647 1753 1600 4768 32 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.33 0.33 0.00 0.38 0.38 0.24 0.26 0.26 0.16 0.13 0.13 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:05 Page 30-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #28 28. Pacific Coast Hwy & 2nd St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.160Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 2nd St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 1 0 2 1 0 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 345 1007 306 578 1639 517 467 1440 521 390 1339 448 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 1007 306 578 1639 517 467 1440 521 390 1339 448 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 1007 306 578 1639 517 467 1440 521 390 1339 448 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 1007 306 578 1639 517 467 1440 521 390 1339 448 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 1007 306 578 1639 517 467 1440 521 390 1339 448 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.30 0.70 1.00 2.28 0.72 2.00 2.94 1.06 2.00 3.00 1.00 Final Sat.: 3200 3681 1119 1600 3649 1151 3200 4700 1700 3200 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.27 0.27 0.36 0.45 0.45 0.15 0.31 0.31 0.12 0.28 0.28 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 10:39:05 Page 31-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #29 29. Studebaler Rd & SR-22 EB onramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.829Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: D********************************************************************************Street Name: Studebaler Rd SR-22 EB onramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1140 925 335 2146 0 0 0 0 41 0 93 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1140 925 335 2146 0 0 0 0 41 0 93 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1140 0 335 2146 0 0 0 0 41 0 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1140 0 335 2146 0 0 0 0 41 0 93 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1140 0 335 2146 0 0 0 0 41 0 93 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.36 0.00 0.21 0.67 0.00 0.00 0.00 0.00 0.01 0.00 0.06 Crit Moves: **** ************************************************************************************
NEAR-TERM (YEAR 2012-13) CONDITIONS WITH PROJECT
CP_AM Fri Nov 2, 2007 10:39:16 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #1 1. Palo Verde Ave & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.027Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 33.9Optimal Cycle: 0 Level Of Service: D********************************************************************************Street Name: Palo Verde Avenue Anaheim Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 1 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 5 52 46 302 41 286 119 31 5 46 124 605 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 52 46 302 41 286 119 31 5 46 124 605 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 52 46 302 41 286 119 31 5 46 124 605 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 52 46 302 41 286 119 31 5 46 124 605 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 52 46 302 41 286 119 31 5 46 124 605 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.05 0.50 0.45 2.00 1.00 1.00 0.77 0.20 0.03 0.27 0.73 1.00 Final Sat.: 22 230 204 934 499 553 353 92 15 139 375 589 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.23 0.23 0.23 0.32 0.08 0.52 0.34 0.34 0.34 0.33 0.33 1.03 Crit Moves: **** **** **** ****Delay/Veh: 12.8 12.8 12.8 13.9 10.5 15.8 14.3 14.3 14.3 13.0 13.0 68.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.8 12.8 12.8 13.9 10.5 15.8 14.3 14.3 14.3 13.0 13.0 68.5 LOS by Move: B B B B B C B B B B B F ApproachDel: 12.8 14.5 14.3 56.3Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 12.8 14.5 14.3 56.3LOS by Appr: B B B F AllWayAvgQ: 0.3 0.3 0.3 0.5 0.1 1.0 0.5 0.5 0.5 0.5 0.5 9.8 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:16 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 2. I-405 SB off-ramp & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.681Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 48 Level Of Service: B********************************************************************************Street Name: I-405 SB off-ramp Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 998 0 85 0 1165 0 0 1098 206 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 998 0 85 0 1165 0 0 1098 206 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 998 0 85 0 1165 0 0 1098 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 998 0 85 0 1165 0 0 1098 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 998 0 85 0 1165 0 0 1098 206 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.84 0.00 0.16 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 2949 0 251 0 4800 0 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.34 0.00 0.34 0.00 0.24 0.00 0.00 0.23 0.13 Crit Moves: **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:16 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 3. Bellflower Bl & I-405 NB ramps ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.559Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 37 Level Of Service: A********************************************************************************Street Name: Bellflower Bl I-405 NB ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 1 0 0 2 1 0 0 0 1! 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 6 1064 727 0 1651 4 19 0 35 183 1 182 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 1064 727 0 1651 4 19 0 35 183 1 182 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 1064 727 0 1651 4 19 0 35 183 1 182 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 1064 727 0 1651 4 19 0 35 183 1 182 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 6 1064 727 0 1651 4 19 0 35 183 1 182 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.38 1.62 0.00 2.99 0.01 0.35 0.00 0.65 1.50 0.01 1.49 Final Sat.: 1600 3802 2598 0 4788 12 563 0 1037 2400 13 2387 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.28 0.28 0.00 0.34 0.34 0.03 0.00 0.03 0.08 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 4. Bellflower Bl & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.771Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 61 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 50 949 112 113 1735 104 174 355 74 174 358 115 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 949 112 113 1735 104 174 355 74 174 358 115 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 50 949 112 113 1735 104 174 355 74 174 358 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 50 949 112 113 1735 104 174 355 74 174 358 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 50 949 112 113 1735 104 174 355 74 174 358 115 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.83 0.17 1.00 1.66 0.34 1.00 1.51 0.49 Final Sat.: 1600 4800 1600 3200 4529 271 1600 2648 552 1600 2422 778 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.20 0.07 0.04 0.38 0.38 0.11 0.13 0.13 0.11 0.15 0.15 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 5. Bellflower Bl & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.824Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 73 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 47 788 303 645 1191 113 84 623 141 222 384 110 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 788 303 645 1191 113 84 623 141 222 384 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 47 788 303 645 1191 113 84 623 141 222 384 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 47 788 303 645 1191 113 84 623 141 222 384 110 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 47 788 303 645 1191 113 84 623 141 222 384 110 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.74 0.26 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 4800 1600 3200 4384 416 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.16 0.19 0.20 0.27 0.27 0.05 0.19 0.09 0.14 0.12 0.07 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 6. Bellflower Bl & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.541Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 36 Level Of Service: A********************************************************************************Street Name: Bellflower Bl Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1015 421 432 1160 0 0 0 0 42 0 69 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1015 421 432 1160 0 0 0 0 42 0 69 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1015 421 432 1160 0 0 0 0 42 0 69 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1015 421 432 1160 0 0 0 0 42 0 69 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1015 421 432 1160 0 0 0 0 42 0 69 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 4800 1600 3200 4800 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.21 0.26 0.14 0.24 0.00 0.00 0.00 0.00 0.01 0.00 0.04 Crit Moves: **** **** ************************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.970Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 154 Level Of Service: E********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 789 129 213 356 387 331 2217 5 21 1901 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 789 129 213 356 387 331 2217 5 21 1901 173 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 789 129 213 356 387 331 2217 5 21 1901 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 789 129 213 356 387 331 2217 5 21 1901 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 789 129 213 356 387 331 2217 5 21 1901 173 OvlAdjVol: 56 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 1.00 2.99 0.01 1.00 2.75 0.25 Final Sat.: 0 4800 1600 3200 3200 1600 1600 4789 11 1600 4400 400 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.16 0.08 0.07 0.11 0.24 0.21 0.46 0.46 0.01 0.43 0.43 OvlAdjV/S: 0.04 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 8. Bellflower Bl & Pacific Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.663Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 46 Level Of Service: B********************************************************************************Street Name: Bellflower Bl Pacific Coast Hwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 1 2 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 86 474 80 256 137 3 75 882 25 43 1383 451 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 86 474 80 256 137 3 75 882 25 43 1383 451 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 474 80 256 137 3 75 882 25 43 1383 451 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 474 80 256 137 3 75 882 25 43 1383 451 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 86 474 80 256 137 3 75 882 25 43 1383 451 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.92 0.08 1.00 3.00 1.00 Final Sat.: 1600 3200 1600 3200 3200 1600 1600 4668 132 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.15 0.05 0.08 0.04 0.00 0.05 0.19 0.19 0.03 0.29 0.28 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 9. Pacific Coast Hwy & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.034Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 2 0 2 1 0 0 1 1 1 0 0 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 144 1217 10 449 864 14 1 2146 183 0 1721 571 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 144 1217 10 449 864 14 1 2146 183 0 1721 571 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 144 1217 10 449 864 14 1 2146 183 0 1721 571 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 1217 10 449 864 14 1 2146 183 0 1721 571 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 144 1217 10 449 864 14 1 2146 183 0 1721 571 OvlAdjVol: 347 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.98 0.02 2.00 2.95 0.05 0.01 2.76 0.23 0.00 2.00 1.00 Final Sat.: 1600 4761 39 3200 4723 77 2 4421 377 0 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.09 0.26 0.26 0.14 0.18 0.18 0.00 0.49 0.49 0.00 0.54 0.36 OvlAdjV/S: 0.22 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 10. W Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.850Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 80 Level Of Service: D********************************************************************************Street Name: W Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 32 0 35 198 2624 0 0 2400 512 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 32 0 35 198 2624 0 0 2400 512 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 32 0 35 198 2624 0 0 2400 512 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 32 0 35 198 2624 0 0 2400 512 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 32 0 35 198 2624 0 0 2400 512 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 2.47 0.53 Final Sat.: 0 0 0 1600 0 1600 1600 4800 0 0 3956 844 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.02 0.12 0.55 0.00 0.00 0.61 0.61 Crit Moves: **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #11 11. Palo Verde Av & Parking Structure ********************************************************************************Average Delay (sec/veh): 0.9 Worst Case Level Of Service: B[ 14.2]********************************************************************************Street Name: Palo Verde Av Parking Structure Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 104 495 0 0 618 181 6 0 15 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 104 495 0 0 618 181 6 0 15 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 104 495 0 0 618 181 6 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 104 495 0 0 618 181 6 0 15 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: 799 xxxx xxxxx xxxx xxxx xxxxx 1074 xxxx 309 xxxx xxxx xxxxx Potent Cap.: 833 xxxx xxxxx xxxx xxxx xxxxx 218 xxxx 693 xxxx xxxx xxxxx Move Cap.: 833 xxxx xxxxx xxxx xxxx xxxxx 197 xxxx 693 xxxx xxxx xxxxx Volume/Cap: 0.12 xxxx xxxx xxxx xxxx xxxx 0.03 xxxx 0.02 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: 0.4 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx Control Del: 9.9 xxxx xxxxx xxxxx xxxx xxxxx 23.8 xxxx 10.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * C * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 14.2 xxxxxxApproachLOS: * * B * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 12. Palo Verde Av & Rendina St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.422Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 30 Level Of Service: A********************************************************************************Street Name: Palo Verde Av Rendina St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 65 434 2 36 794 275 13 1 5 3 0 44 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 65 434 2 36 794 275 13 1 5 3 0 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 65 434 2 36 794 275 13 1 5 3 0 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 434 2 36 794 275 13 1 5 3 0 44 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 65 434 2 36 794 275 13 1 5 3 0 44 OvlAdjVol: 269 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 1.00 2.00 0.17 0.83 0.06 0.00 0.94 Final Sat.: 1600 3185 15 1600 3200 1600 3200 267 1333 102 0 1498 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.14 0.14 0.02 0.25 0.17 0.00 0.00 0.00 0.03 0.00 0.03 OvlAdjV/S: 0.17 0.00 Crit Moves: **** **** **** ************************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 13. Palo Verde Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.791Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 65 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 245 328 36 105 789 541 155 247 261 111 410 111 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 245 328 36 105 789 541 155 247 261 111 410 111 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 245 328 36 105 789 541 155 247 261 111 410 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 245 328 36 105 789 541 155 247 261 111 410 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 245 328 36 105 789 541 155 247 261 111 410 111 OvlAdjVol: 280 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.16 1.84 1.00 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1851 2949 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.10 0.02 0.07 0.25 0.34 0.08 0.08 0.16 0.07 0.13 0.07 OvlAdjV/S: 0.18 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 14. Palo Verde Av & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.790Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 65 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 126 357 146 236 1328 187 138 351 147 59 270 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 126 357 146 236 1328 187 138 351 147 59 270 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 126 357 146 236 1328 187 138 351 147 59 270 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 126 357 146 236 1328 187 138 351 147 59 270 82 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 126 357 146 236 1328 187 138 351 147 59 270 82 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.53 0.47 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 3200 1600 1600 2455 745 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.11 0.09 0.15 0.42 0.12 0.09 0.11 0.09 0.04 0.11 0.11 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 15. Palo Verde Av & Woodruff Av ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.888Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 94 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Woodruff Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 577 0 0 1223 0 281 0 649 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 577 0 0 1223 0 281 0 649 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 577 0 0 1223 0 281 0 649 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 577 0 0 1223 0 281 0 649 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 577 0 0 1223 0 281 0 649 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 0.00 0.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3200 0 0 3200 0 1600 0 1600 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.18 0.00 0.00 0.38 0.00 0.18 0.00 0.41 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 16. Palo Verde Av & I-405 NB off-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.634Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 43 Level Of Service: B********************************************************************************Street Name: Palo Verde Av I-405 NB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 124 572 201 0 887 9 0 0 0 282 40 138 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 572 201 0 887 9 0 0 0 282 40 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 124 572 201 0 887 9 0 0 0 282 40 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 124 572 201 0 887 9 0 0 0 282 40 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 124 572 201 0 887 9 0 0 0 282 40 138 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 0.00 1.98 0.02 0.00 0.00 0.00 1.00 0.22 0.78 Final Sat.: 1600 3200 1600 0 3168 32 0 0 0 1600 360 1240 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.18 0.13 0.00 0.28 0.28 0.00 0.00 0.00 0.18 0.11 0.11 Crit Moves: **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 17. Merriam Wy/Fanwood Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.787Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 64 Level Of Service: C********************************************************************************Street Name: Merriam Wy/Fanwood Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1! 0 1 0 0 1! 0 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 28 1 42 27 55 91 1 594 473 860 610 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 1 42 27 55 91 1 594 473 860 610 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 1 42 27 55 91 1 594 473 860 610 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 1 42 27 55 91 1 594 473 860 610 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 28 1 42 27 55 91 1 594 473 860 610 2 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.18 0.04 1.78 0.16 0.32 0.52 1.00 2.00 1.00 2.00 1.99 0.01 Final Sat.: 1893 68 2839 250 509 842 1600 3200 1600 3200 3190 10 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.01 0.01 0.11 0.11 0.11 0.00 0.19 0.30 0.27 0.19 0.19 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:17 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #18 18. Earl Warren Dr & Atherton St ********************************************************************************Average Delay (sec/veh): 0.8 Worst Case Level Of Service: B[ 13.9]********************************************************************************Street Name: Earl Warren Dr Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 1 0 2 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 48 0 0 0 0 1189 215 80 605 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 48 0 0 0 0 1189 215 80 605 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 48 0 0 0 0 1189 215 80 605 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 48 0 0 0 0 1189 215 80 605 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx 595 xxxx xxxx xxxxx xxxx xxxx xxxxx 1404 xxxx xxxxx Potent Cap.: xxxx xxxx 453 xxxx xxxx xxxxx xxxx xxxx xxxxx 493 xxxx xxxxx Move Cap.: xxxx xxxx 453 xxxx xxxx xxxxx xxxx xxxx xxxxx 493 xxxx xxxxx Volume/Cap: xxxx xxxx 0.11 xxxx xxxx xxxx xxxx xxxx xxxx 0.16 xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx 0.4 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.6 xxxx xxxxx Control Del:xxxxx xxxx 13.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 13.7 xxxx xxxxx LOS by Move: * * B * * * * * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 13.9 xxxxxx xxxxxx xxxxxxApproachLOS: B * * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:18 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #19 19. Studebaker Rd & SR-22 WB offramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.772Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: C********************************************************************************Street Name: Studebaker Rd SR-22 WB offramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 807 58 90 1291 0 0 0 0 858 0 544 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 807 58 90 1291 0 0 0 0 858 0 544 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 807 58 90 1291 0 0 0 0 858 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 807 58 90 1291 0 0 0 0 858 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 807 58 90 1291 0 0 0 0 858 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.25 0.04 0.06 0.40 0.00 0.00 0.00 0.00 0.27 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:18 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 20. Studebaker Rd & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.632Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 43 Level Of Service: B********************************************************************************Street Name: Studebaker Rd Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 238 831 15 12 927 443 118 15 78 25 34 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 238 831 15 12 927 443 118 15 78 25 34 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 238 831 15 12 927 443 118 15 78 25 34 28 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 831 15 12 927 443 118 15 78 25 34 28 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 238 831 15 12 927 443 118 15 78 25 34 28 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.10 0.90 Final Sat.: 1600 3143 57 1600 3200 1600 1600 1600 1600 1600 1755 1445 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.26 0.26 0.01 0.29 0.28 0.07 0.01 0.05 0.02 0.02 0.02 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:18 Page 23-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #21 21. Studebaker Rd & I-405 SB off-ramp ********************************************************************************Average Delay (sec/veh): 7.3 Worst Case Level Of Service: E[ 45.4]********************************************************************************Street Name: Studebaker Rd I-405 SB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 2 0 0 2 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1002 0 0 1082 0 84 0 314 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1002 0 0 1082 0 84 0 314 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1002 0 0 1082 0 84 0 314 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1002 0 0 1082 0 84 0 314 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1583 xxxx 541 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 101 xxxx 491 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 101 xxxx 491 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.83 xxxx 0.64 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 3.5 xxxx 4.4 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 123.4 xxxx 24.5 xxxxx xxxx xxxxx LOS by Move: * * * * * * F * C * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 45.4 xxxxxxApproachLOS: * * E * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:18 Page 24-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #22 22. Studebaker Rd & I-405 NB on-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.598Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 40 Level Of Service: A********************************************************************************Street Name: Studebaker Rd I-405 NB on-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 251 832 0 0 1090 97 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 251 832 0 0 1090 97 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 251 832 0 0 1090 97 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 251 832 0 0 1090 97 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 251 832 0 0 1090 97 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.16 0.26 0.00 0.00 0.34 0.06 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:18 Page 25-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #23 23. Studebaker Rd & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.810Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 69 Level Of Service: D********************************************************************************Street Name: Studebaker Rd Anaheim Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 418 905 14 51 1116 106 38 14 173 67 23 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 418 905 14 51 1116 106 38 14 173 67 23 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 418 905 14 51 1116 106 38 14 173 67 23 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 418 905 14 51 1116 106 38 14 173 67 23 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 418 905 14 51 1116 106 38 14 173 67 23 33 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 2.00 1.00 1.00 0.15 1.85 0.54 0.19 0.27 Final Sat.: 1600 3151 49 1600 3200 1600 1600 240 2960 872 299 429 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.26 0.29 0.29 0.03 0.35 0.07 0.02 0.06 0.06 0.04 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:18 Page 26-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #24 24. Earl Warren Dr & Beach Dr ********************************************************************************Average Delay (sec/veh): 3.5 Worst Case Level Of Service: C[ 16.1]********************************************************************************Street Name: Earl Warren Dr Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 13 0 25 363 488 0 0 98 72 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 13 0 25 363 488 0 0 98 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 13 0 25 363 488 0 0 98 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 13 0 25 363 488 0 0 98 72 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 1104 xxxx 85 170 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 208 xxxx 963 1420 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 157 xxxx 963 1420 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.08 xxxx 0.03 0.26 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.3 xxxx 0.1 1.0 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 30.0 xxxx 8.8 8.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * D * A A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1.0 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * A * * * * * ApproachDel: xxxxxx 16.1 xxxxxx xxxxxxApproachLOS: * C * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:18 Page 27-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #25 25. Merriam Wy/Fanwood Av & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.362Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 9.7Optimal Cycle: 0 Level Of Service: A********************************************************************************Street Name: Merriam Wy/Fanwood Av Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 12 14 1 16 2 11 187 223 8 16 134 296 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 14 1 16 2 11 187 223 8 16 134 296 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 14 1 16 2 11 187 223 8 16 134 296 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 12 14 1 16 2 11 187 223 8 16 134 296 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 12 14 1 16 2 11 187 223 8 16 134 296 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.44 0.52 0.04 0.55 0.07 0.38 0.89 1.07 0.04 0.07 0.93 1.00 Final Sat.: 257 300 21 329 41 226 582 753 27 50 648 817 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.05 0.05 0.05 0.05 0.05 0.32 0.30 0.29 0.32 0.21 0.36 Crit Moves: **** **** **** ****Delay/Veh: 9.0 9.0 9.0 8.8 8.8 8.8 10.7 9.8 9.7 9.1 9.1 9.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.0 9.0 9.0 8.8 8.8 8.8 10.7 9.8 9.7 9.1 9.1 9.4 LOS by Move: A A A A A A B A A A A A ApproachDel: 9.0 8.8 10.2 9.3Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 9.0 8.8 10.2 9.3LOS by Appr: A A B A AllWayAvgQ: 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 0.4 0.3 0.5 0.5 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:18 Page 28-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #26 26. E Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.811Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 69 Level Of Service: D********************************************************************************Street Name: E Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 0 0 1 0 1 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 67 19 24 15 10 13 42 2499 62 69 2783 127 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 67 19 24 15 10 13 42 2499 62 69 2783 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 67 19 24 15 10 13 42 2499 62 69 2783 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 67 19 24 15 10 13 42 2499 62 69 2783 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 67 19 24 15 10 13 42 2499 62 69 2783 127 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.61 0.17 0.22 1.00 0.43 0.57 1.00 3.00 1.00 1.00 2.87 0.13 Final Sat.: 975 276 349 1600 696 904 1600 4800 1600 1600 4591 209 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.07 0.07 0.01 0.01 0.01 0.03 0.52 0.04 0.04 0.61 0.61 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:18 Page 29-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #27 27. Bellflower Bl & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.827Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 73 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 0 0 2 1 0 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 28 1469 376 0 1033 468 291 971 914 210 830 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 28 1469 376 0 1033 468 291 971 914 210 830 3 User Adj: 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 28 1469 301 0 1033 468 291 971 731 210 830 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 1469 301 0 1033 468 291 971 731 210 830 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 28 1469 301 0 1033 468 291 971 731 210 830 3 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 0.00 2.06 0.94 1.00 2.28 1.72 1.00 2.99 0.01 Final Sat.: 1600 4800 1600 0 3303 1497 1600 3651 2749 1600 4783 17 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.31 0.19 0.00 0.31 0.31 0.18 0.27 0.27 0.13 0.17 0.17 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:18 Page 30-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #28 28. Pacific Coast Hwy & 2nd St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.015Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 2nd St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 1 0 2 1 0 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 453 1281 376 316 1048 214 286 1380 421 272 942 199 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 453 1281 376 316 1048 214 286 1380 421 272 942 199 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 453 1281 376 316 1048 214 286 1380 421 272 942 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 453 1281 376 316 1048 214 286 1380 421 272 942 199 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 453 1281 376 316 1048 214 286 1380 421 272 942 199 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.32 0.68 1.00 2.49 0.51 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3711 1089 1600 3986 814 3200 4800 1600 3200 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.35 0.35 0.20 0.26 0.26 0.09 0.29 0.26 0.09 0.20 0.12 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 10:39:19 Page 31-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #29 29. Studebaler Rd & SR-22 EB onramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.761Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: C********************************************************************************Street Name: Studebaler Rd SR-22 EB onramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 751 1158 268 1886 0 0 0 0 16 0 114 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 751 1158 268 1886 0 0 0 0 16 0 114 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 751 0 268 1886 0 0 0 0 16 0 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 751 0 268 1886 0 0 0 0 16 0 114 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 751 0 268 1886 0 0 0 0 16 0 114 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.23 0.00 0.17 0.59 0.00 0.00 0.00 0.00 0.01 0.00 0.07 Crit Moves: **** ************************************************************************************
CP_PM Fri Nov 2, 2007 10:39:52 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #1 1. Palo Verde Ave & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.686Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 19.0Optimal Cycle: 0 Level Of Service: C********************************************************************************Street Name: Palo Verde Avenue Anaheim Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 1 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 5 73 31 555 98 236 227 83 10 41 63 328 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 73 31 555 98 236 227 83 10 41 63 328 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 73 31 555 98 236 227 83 10 41 63 328 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 73 31 555 98 236 227 83 10 41 63 328 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 73 31 555 98 236 227 83 10 41 63 328 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.05 0.67 0.28 2.00 1.00 1.00 0.71 0.26 0.03 0.39 0.61 1.00 Final Sat.: 19 276 117 938 500 555 331 121 15 177 271 505 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.26 0.26 0.26 0.59 0.20 0.43 0.69 0.69 0.69 0.23 0.23 0.65 Crit Moves: **** **** **** ****Delay/Veh: 13.6 13.6 13.6 20.4 11.5 13.6 24.8 24.8 24.8 12.8 12.8 20.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.6 13.6 13.6 20.4 11.5 13.6 24.8 24.8 24.8 12.8 12.8 20.9 LOS by Move: B B B C B B C C C B B C ApproachDel: 13.6 17.6 24.8 18.9Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 13.6 17.6 24.8 18.9LOS by Appr: B C C C AllWayAvgQ: 0.3 0.3 0.3 1.3 0.2 0.7 1.8 1.8 1.8 0.3 0.3 1.6 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:52 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 2. I-405 SB off-ramp & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.681Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 48 Level Of Service: B********************************************************************************Street Name: I-405 SB off-ramp Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 843 0 109 0 1361 0 0 938 187 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 843 0 109 0 1361 0 0 938 187 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 843 0 109 0 1361 0 0 938 187 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 843 0 109 0 1361 0 0 938 187 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 843 0 109 0 1361 0 0 938 187 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.77 0.00 0.23 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 2834 0 366 0 4800 0 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.30 0.00 0.28 0.00 0.00 0.20 0.12 Crit Moves: **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:52 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 3. Bellflower Bl & I-405 NB ramps ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.608Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 41 Level Of Service: B********************************************************************************Street Name: Bellflower Bl I-405 NB ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 1 0 0 2 1 0 0 0 1! 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 29 1389 622 0 1717 4 10 0 21 288 6 242 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 1389 622 0 1717 4 10 0 21 288 6 242 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 1389 622 0 1717 4 10 0 21 288 6 242 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 1389 622 0 1717 4 10 0 21 288 6 242 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 1389 622 0 1717 4 10 0 21 288 6 242 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.76 1.24 0.00 2.99 0.01 0.32 0.00 0.68 1.62 0.03 1.35 Final Sat.: 1600 4420 1980 0 4789 11 516 0 1084 2579 54 2167 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.31 0.31 0.00 0.36 0.36 0.02 0.00 0.02 0.11 0.11 0.11 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:52 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 4. Bellflower Bl & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.861Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 84 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 103 1476 154 283 1476 146 243 456 72 320 432 92 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 1476 154 283 1476 146 243 456 72 320 432 92 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 1476 154 283 1476 146 243 456 72 320 432 92 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 103 1476 154 283 1476 146 243 456 72 320 432 92 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 103 1476 154 283 1476 146 243 456 72 320 432 92 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.73 0.27 1.00 1.73 0.27 1.00 1.65 0.35 Final Sat.: 1600 4800 1600 3200 4368 432 1600 2764 436 1600 2638 562 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.31 0.10 0.09 0.34 0.34 0.15 0.17 0.16 0.20 0.16 0.16 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:52 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 5. Bellflower Bl & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.828Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 74 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 163 1242 271 293 1177 220 162 502 108 285 564 346 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 1242 271 293 1177 220 162 502 108 285 564 346 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 163 1242 271 293 1177 220 162 502 108 285 564 346 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 163 1242 271 293 1177 220 162 502 108 285 564 346 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 163 1242 271 293 1177 220 162 502 108 285 564 346 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.53 0.47 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 4800 1600 3200 4044 756 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.10 0.26 0.17 0.09 0.29 0.29 0.10 0.16 0.07 0.18 0.18 0.22 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:52 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 6. Bellflower Bl & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.616Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 41 Level Of Service: B********************************************************************************Street Name: Bellflower Bl Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1272 214 194 1343 0 0 0 0 398 0 304 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1272 214 194 1343 0 0 0 0 398 0 304 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1272 214 194 1343 0 0 0 0 398 0 304 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1272 214 194 1343 0 0 0 0 398 0 304 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1272 214 194 1343 0 0 0 0 398 0 304 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 4800 1600 3200 4800 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.27 0.13 0.06 0.28 0.00 0.00 0.00 0.00 0.12 0.00 0.19 Crit Moves: **** **** ************************************************************************************
CP_PM Fri Nov 2, 2007 10:39:52 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.038Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 704 105 605 1007 418 293 2131 17 65 1843 167 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 704 105 605 1007 418 293 2131 17 65 1843 167 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 704 105 605 1007 418 293 2131 17 65 1843 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 704 105 605 1007 418 293 2131 17 65 1843 167 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 704 105 605 1007 418 293 2131 17 65 1843 167 OvlAdjVol: 125 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 1.00 2.98 0.02 1.00 2.75 0.25 Final Sat.: 0 4800 1600 3200 3200 1600 1600 4762 38 1600 4401 399 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.15 0.07 0.19 0.31 0.26 0.18 0.45 0.45 0.04 0.42 0.42 OvlAdjV/S: 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 8. Bellflower Bl & Pacific Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.782Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Pacific Coast Hwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 1 2 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 55 323 76 616 360 18 70 1344 59 154 1242 473 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 55 323 76 616 360 18 70 1344 59 154 1242 473 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 55 323 76 616 360 18 70 1344 59 154 1242 473 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 323 76 616 360 18 70 1344 59 154 1242 473 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 55 323 76 616 360 18 70 1344 59 154 1242 473 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.87 0.13 1.00 3.00 1.00 Final Sat.: 1600 3200 1600 3200 3200 1600 1600 4598 202 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.10 0.05 0.19 0.11 0.01 0.04 0.29 0.29 0.10 0.26 0.30 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 9. Pacific Coast Hwy & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.066Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 2 0 2 1 0 0 0 2 1 0 0 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 232 1069 16 630 1390 28 0 1893 194 0 1681 534 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 232 1069 16 630 1390 28 0 1893 194 0 1681 534 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 232 1069 16 630 1390 28 0 1893 194 0 1681 534 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 232 1069 16 630 1390 28 0 1893 194 0 1681 534 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 232 1069 16 630 1390 28 0 1893 194 0 1681 534 OvlAdjVol: 219 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.96 0.04 2.00 2.94 0.06 0.00 2.72 0.28 0.00 2.00 1.00 Final Sat.: 1600 4729 71 3200 4705 95 0 4354 446 0 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.23 0.23 0.20 0.30 0.30 0.00 0.43 0.43 0.00 0.53 0.33 OvlAdjV/S: 0.14 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 10. W Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.859Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: D********************************************************************************Street Name: W Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 318 0 114 122 2993 0 0 2001 194 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 318 0 114 122 2993 0 0 2001 194 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 318 0 114 122 2993 0 0 2001 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 318 0 114 122 2993 0 0 2001 194 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 318 0 114 122 2993 0 0 2001 194 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.47 0.00 0.53 1.00 3.00 0.00 0.00 2.73 0.27 Final Sat.: 0 0 0 2356 0 844 1600 4800 0 0 4376 424 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.13 0.00 0.14 0.08 0.62 0.00 0.00 0.46 0.46 Crit Moves: **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #11 11. Palo Verde Av & Parking Structure ********************************************************************************Average Delay (sec/veh): 1.5 Worst Case Level Of Service: C[ 21.0]********************************************************************************Street Name: Palo Verde Av Parking Structure Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 49 613 0 0 754 88 44 0 44 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 613 0 0 754 88 44 0 44 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 613 0 0 754 88 44 0 44 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 49 613 0 0 754 88 44 0 44 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: 842 xxxx xxxxx xxxx xxxx xxxxx 1159 xxxx 377 xxxx xxxx xxxxx Potent Cap.: 802 xxxx xxxxx xxxx xxxx xxxxx 192 xxxx 626 xxxx xxxx xxxxx Move Cap.: 802 xxxx xxxxx xxxx xxxx xxxxx 183 xxxx 626 xxxx xxxx xxxxx Volume/Cap: 0.06 xxxx xxxx xxxx xxxx xxxx 0.24 xxxx 0.07 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 0.9 xxxx 0.2 xxxx xxxx xxxxx Control Del: 9.8 xxxx xxxxx xxxxx xxxx xxxxx 30.7 xxxx 11.2 xxxxx xxxx xxxxx LOS by Move: A * * * * * D * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 21.0 xxxxxxApproachLOS: * * C * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 12. Palo Verde Av & Rendina St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.504Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 34 Level Of Service: A********************************************************************************Street Name: Palo Verde Av Rendina St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 41 611 5 79 710 128 403 1 130 8 0 41 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 41 611 5 79 710 128 403 1 130 8 0 41 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 41 611 5 79 710 128 403 1 130 8 0 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 41 611 5 79 710 128 403 1 130 8 0 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 41 611 5 79 710 128 403 1 130 8 0 41 OvlAdjVol: 0 89 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.98 0.02 1.00 2.00 1.00 2.00 0.01 0.99 0.16 0.00 0.84 Final Sat.: 1600 3174 26 1600 3200 1600 3200 12 1588 261 0 1339 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.19 0.19 0.05 0.22 0.08 0.13 0.08 0.08 0.03 0.00 0.03 OvlAdjV/S: 0.00 0.06 Crit Moves: **** **** **** ************************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 13. Palo Verde Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.835Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 76 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 321 671 72 324 542 350 617 453 205 53 321 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 321 671 72 324 542 350 617 453 205 53 321 98 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 321 671 72 324 542 350 617 453 205 53 321 98 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 321 671 72 324 542 350 617 453 205 53 321 98 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 321 671 72 324 542 350 617 453 205 53 321 98 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.73 1.27 1.00 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 2768 2032 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.20 0.21 0.05 0.20 0.17 0.22 0.22 0.22 0.13 0.03 0.10 0.06 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 14. Palo Verde Av & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.783Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 168 651 416 368 948 322 171 351 115 92 191 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 651 416 368 948 322 171 351 115 92 191 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 651 416 368 948 322 171 351 115 92 191 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 651 416 368 948 322 171 351 115 92 191 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 651 416 368 948 322 171 351 115 92 191 85 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.38 0.62 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 3200 1600 1600 2214 986 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.20 0.26 0.23 0.30 0.20 0.11 0.11 0.07 0.06 0.09 0.09 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 15. Palo Verde Av & Woodruff Av ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.775Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 61 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Woodruff Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 986 0 0 1111 0 302 0 524 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 986 0 0 1111 0 302 0 524 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 986 0 0 1111 0 302 0 524 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 986 0 0 1111 0 302 0 524 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 986 0 0 1111 0 302 0 524 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 0.00 0.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3200 0 0 3200 0 1600 0 1600 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.31 0.00 0.00 0.35 0.00 0.19 0.00 0.33 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 16. Palo Verde Av & I-405 NB off-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.666Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 46 Level Of Service: B********************************************************************************Street Name: Palo Verde Av I-405 NB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 193 782 346 0 708 12 0 0 0 353 8 202 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 193 782 346 0 708 12 0 0 0 353 8 202 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 193 782 346 0 708 12 0 0 0 353 8 202 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 193 782 346 0 708 12 0 0 0 353 8 202 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 193 782 346 0 708 12 0 0 0 353 8 202 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 0.00 1.97 0.03 0.00 0.00 0.00 1.00 0.04 0.96 Final Sat.: 1600 3200 1600 0 3147 53 0 0 0 1600 61 1539 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.12 0.24 0.22 0.00 0.22 0.23 0.00 0.00 0.00 0.22 0.13 0.13 Crit Moves: **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 17. Merriam Wy/Fanwood Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.783Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: C********************************************************************************Street Name: Merriam Wy/Fanwood Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1! 0 1 0 0 1! 0 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 693 13 746 15 8 27 15 864 209 253 704 13 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 693 13 746 15 8 27 15 864 209 253 704 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 693 13 746 15 8 27 15 864 209 253 704 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 693 13 746 15 8 27 15 864 209 253 704 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 693 13 746 15 8 27 15 864 209 253 704 13 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.43 0.03 1.54 0.30 0.16 0.54 1.00 2.00 1.00 2.00 1.96 0.04 Final Sat.: 2291 43 2466 480 256 864 1600 3200 1600 3200 3142 58 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.30 0.30 0.30 0.03 0.03 0.03 0.01 0.27 0.13 0.08 0.22 0.22 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #18 18. Earl Warren Dr & Atherton St ********************************************************************************Average Delay (sec/veh): 1.1 Worst Case Level Of Service: B[ 13.0]********************************************************************************Street Name: Earl Warren Dr Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 1 0 2 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 143 0 0 0 0 823 108 73 1276 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 143 0 0 0 0 823 108 73 1276 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 143 0 0 0 0 823 108 73 1276 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 143 0 0 0 0 823 108 73 1276 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx 412 xxxx xxxx xxxxx xxxx xxxx xxxxx 931 xxxx xxxxx Potent Cap.: xxxx xxxx 595 xxxx xxxx xxxxx xxxx xxxx xxxxx 743 xxxx xxxxx Move Cap.: xxxx xxxx 595 xxxx xxxx xxxxx xxxx xxxx xxxxx 743 xxxx xxxxx Volume/Cap: xxxx xxxx 0.24 xxxx xxxx xxxx xxxx xxxx xxxx 0.10 xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx 0.9 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx Control Del:xxxxx xxxx 13.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.4 xxxx xxxxx LOS by Move: * * B * * * * * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 13.0 xxxxxx xxxxxx xxxxxxApproachLOS: B * * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #19 19. Studebaker Rd & SR-22 WB offramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.902Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 101 Level Of Service: E********************************************************************************Street Name: Studebaker Rd SR-22 WB offramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1052 92 110 1207 0 0 0 0 1294 0 367 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1052 92 110 1207 0 0 0 0 1294 0 367 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 1052 92 110 1207 0 0 0 0 1294 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1052 92 110 1207 0 0 0 0 1294 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 1052 92 110 1207 0 0 0 0 1294 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.33 0.06 0.07 0.38 0.00 0.00 0.00 0.00 0.40 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:53 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 20. Studebaker Rd & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.700Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 50 Level Of Service: B********************************************************************************Street Name: Studebaker Rd Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 168 1002 25 19 957 199 296 41 218 14 17 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 168 1002 25 19 957 199 296 41 218 14 17 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 168 1002 25 19 957 199 296 41 218 14 17 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 1002 25 19 957 199 296 41 218 14 17 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 168 1002 25 19 957 199 296 41 218 14 17 19 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3122 78 1600 3200 1600 1600 1600 1600 1600 1600 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.32 0.32 0.01 0.30 0.12 0.19 0.03 0.14 0.01 0.01 0.01 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:54 Page 23-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #21 21. Studebaker Rd & I-405 SB off-ramp ********************************************************************************Average Delay (sec/veh): 4.3 Worst Case Level Of Service: E[ 35.7]********************************************************************************Street Name: Studebaker Rd I-405 SB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 2 0 0 2 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1287 0 0 948 0 70 0 232 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1287 0 0 948 0 70 0 232 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1287 0 0 948 0 70 0 232 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1287 0 0 948 0 70 0 232 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1592 xxxx 474 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 100 xxxx 542 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 100 xxxx 542 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.70 xxxx 0.43 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 2.8 xxxx 2.1 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 99.5 xxxx 16.5 xxxxx xxxx xxxxx LOS by Move: * * * * * * F * C * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 35.7 xxxxxxApproachLOS: * * E * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:54 Page 24-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #22 22. Studebaker Rd & I-405 NB on-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.531Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 35 Level Of Service: A********************************************************************************Street Name: Studebaker Rd I-405 NB on-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 213 1140 0 0 952 79 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 213 1140 0 0 952 79 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 213 1140 0 0 952 79 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 213 1140 0 0 952 79 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 213 1140 0 0 952 79 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.36 0.00 0.00 0.30 0.05 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:54 Page 25-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #23 23. Studebaker Rd & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.745Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 56 Level Of Service: C********************************************************************************Street Name: Studebaker Rd Anaheim Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 269 1143 28 69 922 43 57 47 445 56 28 40 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 269 1143 28 69 922 43 57 47 445 56 28 40 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 269 1143 28 69 922 43 57 47 445 56 28 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 269 1143 28 69 922 43 57 47 445 56 28 40 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 269 1143 28 69 922 43 57 47 445 56 28 40 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 1.00 0.19 1.81 0.45 0.23 0.32 Final Sat.: 1600 3123 77 1600 3200 1600 1600 306 2894 723 361 516 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.17 0.37 0.37 0.04 0.29 0.03 0.04 0.15 0.15 0.04 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:54 Page 26-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #24 24. Earl Warren Dr & Beach Dr ********************************************************************************Average Delay (sec/veh): 4.3 Worst Case Level Of Service: B[ 13.1]********************************************************************************Street Name: Earl Warren Dr Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 37 0 278 116 285 0 0 424 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 37 0 278 116 285 0 0 424 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 37 0 278 116 285 0 0 424 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 37 0 278 116 285 0 0 424 52 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 825 xxxx 238 476 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 315 xxxx 769 1097 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 288 xxxx 769 1097 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.13 xxxx 0.36 0.11 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.4 xxxx 1.7 0.4 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 19.3 xxxx 12.3 8.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * C * B A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.4 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.7 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * A * * * * * ApproachDel: xxxxxx 13.1 xxxxxx xxxxxxApproachLOS: * B * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:54 Page 27-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #25 25. Merriam Wy/Fanwood Av & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.505Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 11.9Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Merriam Wy/Fanwood Av Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 44 17 22 169 10 134 108 159 1 30 263 114 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 44 17 22 169 10 134 108 159 1 30 263 114 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 44 17 22 169 10 134 108 159 1 30 263 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 44 17 22 169 10 134 108 159 1 30 263 114 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 44 17 22 169 10 134 108 159 1 30 263 114 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.53 0.20 0.27 0.54 0.03 0.43 0.80 1.19 0.01 0.15 1.29 0.56 Final Sat.: 284 110 142 335 20 265 422 655 4 84 758 346 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.15 0.15 0.51 0.51 0.51 0.26 0.24 0.24 0.36 0.35 0.33 Crit Moves: **** **** **** **** Delay/Veh: 10.1 10.1 10.1 13.6 13.6 13.6 11.4 10.8 10.7 11.9 11.6 10.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.1 10.1 10.1 13.6 13.6 13.6 11.4 10.8 10.7 11.9 11.6 10.9 LOS by Move: B B B B B B B B B B B B ApproachDel: 10.1 13.6 11.0 11.4Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 10.1 13.6 11.0 11.4LOS by Appr: B B B B AllWayAvgQ: 0.1 0.1 0.1 0.9 0.9 0.9 0.3 0.3 0.3 0.5 0.4 0.4 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:54 Page 28-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #26 26. E Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.896Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 98 Level Of Service: D********************************************************************************Street Name: E Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 0 0 1 0 1 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 25 17 18 85 27 32 44 3175 35 71 2169 79 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 25 17 18 85 27 32 44 3175 35 71 2169 79 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 25 17 18 85 27 32 44 3175 35 71 2169 79 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 25 17 18 85 27 32 44 3175 35 71 2169 79 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 25 17 18 85 27 32 44 3175 35 71 2169 79 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.42 0.28 0.30 1.00 0.46 0.54 1.00 3.00 1.00 1.00 2.89 0.11 Final Sat.: 667 453 480 1600 732 868 1600 4800 1600 1600 4631 169 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.04 0.04 0.05 0.04 0.04 0.03 0.66 0.02 0.04 0.47 0.47 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:54 Page 29-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #27 27. Bellflower Bl & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.925Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 114 Level Of Service: E********************************************************************************Street Name: Bellflower Bl Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 0 0 2 1 0 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 35 1585 672 0 1320 509 384 1194 586 259 602 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 35 1585 672 0 1320 509 384 1194 586 259 602 4 User Adj: 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 35 1585 538 0 1320 509 384 1194 469 259 602 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 35 1585 538 0 1320 509 384 1194 469 259 602 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 35 1585 538 0 1320 509 384 1194 469 259 602 4 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 0.00 2.17 0.83 1.00 2.87 1.13 1.00 2.98 0.02 Final Sat.: 1600 4800 1600 0 3464 1336 1600 4596 1804 1600 4768 32 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.33 0.34 0.00 0.38 0.38 0.24 0.26 0.26 0.16 0.13 0.13 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:54 Page 30-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #28 28. Pacific Coast Hwy & 2nd St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.161Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 2nd St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 1 0 2 1 0 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 345 1012 306 578 1642 517 467 1440 521 390 1339 448 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 345 1012 306 578 1642 517 467 1440 521 390 1339 448 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 345 1012 306 578 1642 517 467 1440 521 390 1339 448 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 1012 306 578 1642 517 467 1440 521 390 1339 448 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 345 1012 306 578 1642 517 467 1440 521 390 1339 448 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.30 0.70 1.00 2.28 0.72 2.00 2.94 1.06 2.00 3.00 1.00 Final Sat.: 3200 3686 1114 1600 3651 1149 3200 4700 1700 3200 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.27 0.27 0.36 0.45 0.45 0.15 0.31 0.31 0.12 0.28 0.28 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 10:39:54 Page 31-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #29 29. Studebaler Rd & SR-22 EB onramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.829Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: D********************************************************************************Street Name: Studebaler Rd SR-22 EB onramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1140 925 350 2146 0 0 0 0 41 0 93 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1140 925 350 2146 0 0 0 0 41 0 93 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1140 0 350 2146 0 0 0 0 41 0 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1140 0 350 2146 0 0 0 0 41 0 93 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1140 0 350 2146 0 0 0 0 41 0 93 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.36 0.00 0.22 0.67 0.00 0.00 0.00 0.00 0.01 0.00 0.06 Crit Moves: **** ************************************************************************************
CUMULATIVE (YEAR 2020) CONDITIONS
CUMULATIVE (YEAR 2020) CONDITIONS WITHOUT PROJECT
CB_AM Fri Nov 2, 2007 11:17:58 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #1 1. Palo Verde Ave & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.043Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 35.4Optimal Cycle: 0 Level Of Service: E********************************************************************************Street Name: Palo Verde Avenue Anaheim Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 1 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 5 54 48 312 43 296 118 32 5 48 129 608 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 54 48 312 43 296 118 32 5 48 129 608 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 54 48 312 43 296 118 32 5 48 129 608 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 54 48 312 43 296 118 32 5 48 129 608 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 54 48 312 43 296 118 32 5 48 129 608 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.05 0.50 0.45 2.00 1.00 1.00 0.76 0.21 0.03 0.27 0.73 1.00 Final Sat.: 21 229 204 932 498 551 348 94 15 138 371 583 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.24 0.24 0.24 0.33 0.09 0.54 0.34 0.34 0.34 0.35 0.35 1.04 Crit Moves: **** **** **** ****Delay/Veh: 12.9 12.9 12.9 14.2 10.6 16.3 14.4 14.4 14.4 13.3 13.3 73.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.9 12.9 12.9 14.2 10.6 16.3 14.4 14.4 14.4 13.3 13.3 73.1 LOS by Move: B B B B B C B B B B B F ApproachDel: 12.9 14.9 14.4 59.6Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 12.9 14.9 14.4 59.6LOS by Appr: B B B F AllWayAvgQ: 0.3 0.3 0.3 0.5 0.1 1.1 0.5 0.5 0.5 0.5 0.5 10.4 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:58 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 2. I-405 SB off-ramp & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.697Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 50 Level Of Service: B********************************************************************************Street Name: I-405 SB off-ramp Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 1016 0 88 0 1209 0 0 1141 214 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1016 0 88 0 1209 0 0 1141 214 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1016 0 88 0 1209 0 0 1141 214 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1016 0 88 0 1209 0 0 1141 214 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1016 0 88 0 1209 0 0 1141 214 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.84 0.00 0.16 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 2945 0 255 0 4800 0 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.34 0.00 0.35 0.00 0.25 0.00 0.00 0.24 0.13 Crit Moves: **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:58 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 3. Bellflower Bl & I-405 NB ramps ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.572Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 38 Level Of Service: A********************************************************************************Street Name: Bellflower Bl I-405 NB ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 1 0 0 2 1 0 0 0 1! 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 6 1098 750 0 1703 4 20 0 36 183 1 190 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 1098 750 0 1703 4 20 0 36 183 1 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 1098 750 0 1703 4 20 0 36 183 1 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 1098 750 0 1703 4 20 0 36 183 1 190 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 6 1098 750 0 1703 4 20 0 36 183 1 190 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.38 1.62 0.00 2.99 0.01 0.36 0.00 0.64 1.47 0.01 1.52 Final Sat.: 1600 3803 2597 0 4789 11 571 0 1029 2349 13 2439 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.29 0.29 0.00 0.36 0.36 0.04 0.00 0.03 0.08 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:58 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 4. Bellflower Bl & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.788Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 64 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 52 974 116 117 1764 108 180 369 77 181 371 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 974 116 117 1764 108 180 369 77 181 371 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 52 974 116 117 1764 108 180 369 77 181 371 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 974 116 117 1764 108 180 369 77 181 371 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 52 974 116 117 1764 108 180 369 77 181 371 119 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.83 0.17 1.00 1.65 0.35 1.00 1.51 0.49 Final Sat.: 1600 4800 1600 3200 4523 277 1600 2648 552 1600 2423 777 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.20 0.07 0.04 0.39 0.39 0.11 0.14 0.14 0.11 0.15 0.15 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 5. Bellflower Bl & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.743Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 56 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 49 815 310 637 1231 117 87 646 147 230 399 106 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 815 310 637 1231 117 87 646 147 230 399 106 User Adj: 1.00 1.00 0.65 1.00 1.00 1.00 1.00 1.00 1.00 0.50 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 815 202 637 1231 117 87 646 147 115 399 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 815 202 637 1231 117 87 646 147 115 399 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 49 815 202 637 1231 117 87 646 147 115 399 106 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.74 0.26 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 4800 1600 3200 4383 417 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.17 0.13 0.20 0.28 0.28 0.05 0.20 0.09 0.07 0.12 0.07 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 6. Bellflower Bl & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.552Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 36 Level Of Service: A********************************************************************************Street Name: Bellflower Bl Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1047 431 444 1203 0 0 0 0 42 0 70 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1047 431 444 1203 0 0 0 0 42 0 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1047 431 444 1203 0 0 0 0 42 0 70 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1047 431 444 1203 0 0 0 0 42 0 70 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1047 431 444 1203 0 0 0 0 42 0 70 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 4800 1600 3200 4800 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.22 0.27 0.14 0.25 0.00 0.00 0.00 0.00 0.01 0.00 0.04 Crit Moves: **** **** ************************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.997Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: E********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 814 132 221 368 400 335 2301 5 21 1973 180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 814 132 221 368 400 335 2301 5 21 1973 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 814 132 221 368 400 335 2301 5 21 1973 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 814 132 221 368 400 335 2301 5 21 1973 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 814 132 221 368 400 335 2301 5 21 1973 180 OvlAdjVol: 65 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 1.00 2.99 0.01 1.00 2.75 0.25 Final Sat.: 0 4800 1600 3200 3200 1600 1600 4790 10 1600 4399 401 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.17 0.08 0.07 0.12 0.25 0.21 0.48 0.48 0.01 0.45 0.45 OvlAdjV/S: 0.04 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 8. Bellflower Bl & Pacific Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.683Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 48 Level Of Service: B********************************************************************************Street Name: Bellflower Bl Pacific Coast Hwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 1 2 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 89 490 83 264 142 3 78 914 26 45 1433 464 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 490 83 264 142 3 78 914 26 45 1433 464 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 89 490 83 264 142 3 78 914 26 45 1433 464 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 490 83 264 142 3 78 914 26 45 1433 464 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 89 490 83 264 142 3 78 914 26 45 1433 464 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.92 0.08 1.00 3.00 1.00 Final Sat.: 1600 3200 1600 3200 3200 1600 1600 4667 133 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.15 0.05 0.08 0.04 0.00 0.05 0.20 0.20 0.03 0.30 0.29 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 9. Pacific Coast Hwy & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.068Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 2 0 2 1 0 0 1 1 1 0 0 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 149 1261 11 463 895 15 1 2222 191 0 1786 592 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 149 1261 11 463 895 15 1 2222 191 0 1786 592 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 149 1261 11 463 895 15 1 2222 191 0 1786 592 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 149 1261 11 463 895 15 1 2222 191 0 1786 592 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 149 1261 11 463 895 15 1 2222 191 0 1786 592 OvlAdjVol: 361 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.97 0.03 2.00 2.95 0.05 0.01 2.76 0.23 0.00 2.00 1.00 Final Sat.: 1600 4758 42 3200 4721 79 2 4418 380 0 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.09 0.26 0.27 0.14 0.19 0.19 0.00 0.50 0.50 0.00 0.56 0.37 OvlAdjV/S: 0.23 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 10. W Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.877Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 90 Level Of Service: D********************************************************************************Street Name: W Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 33 0 36 203 2724 0 0 2492 530 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 33 0 36 203 2724 0 0 2492 530 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 33 0 36 203 2724 0 0 2492 530 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 33 0 36 203 2724 0 0 2492 530 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 33 0 36 203 2724 0 0 2492 530 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 2.47 0.53 Final Sat.: 0 0 0 1600 0 1600 1600 4800 0 0 3958 842 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.02 0.13 0.57 0.00 0.00 0.63 0.63 Crit Moves: **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #11 11. Palo Verde Av & Parking Structure ********************************************************************************Average Delay (sec/veh): 0.9 Worst Case Level Of Service: B[ 14.4]********************************************************************************Street Name: Palo Verde Av Parking Structure Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 103 493 0 0 640 189 6 0 15 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 103 493 0 0 640 189 6 0 15 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 103 493 0 0 640 189 6 0 15 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 103 493 0 0 640 189 6 0 15 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: 829 xxxx xxxxx xxxx xxxx xxxxx 1093 xxxx 320 xxxx xxxx xxxxx Potent Cap.: 811 xxxx xxxxx xxxx xxxx xxxxx 212 xxxx 682 xxxx xxxx xxxxx Move Cap.: 811 xxxx xxxxx xxxx xxxx xxxxx 191 xxxx 682 xxxx xxxx xxxxx Volume/Cap: 0.13 xxxx xxxx xxxx xxxx xxxx 0.03 xxxx 0.02 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: 0.4 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx Control Del: 10.1 xxxx xxxxx xxxxx xxxx xxxxx 24.4 xxxx 10.4 xxxxx xxxx xxxxx LOS by Move: B * * * * * C * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 14.4 xxxxxxApproachLOS: * * B * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 12. Palo Verde Av & Rendina St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.426Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 30 Level Of Service: A********************************************************************************Street Name: Palo Verde Av Rendina St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 58 441 2 37 825 251 3 1 3 3 0 46 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 441 2 37 825 251 3 1 3 3 0 46 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 58 441 2 37 825 251 3 1 3 3 0 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 441 2 37 825 251 3 1 3 3 0 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 58 441 2 37 825 251 3 1 3 3 0 46 OvlAdjVol: 249 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 1.00 1.50 0.50 1.00 0.06 0.00 0.94 Final Sat.: 1600 3186 14 1600 3200 1600 2400 800 1600 98 0 1502 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.14 0.14 0.02 0.26 0.16 0.00 0.00 0.00 0.03 0.00 0.03 OvlAdjV/S: 0.16 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 13. Palo Verde Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.796Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 66 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 239 338 36 109 796 539 152 253 266 111 422 115 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 239 338 36 109 796 539 152 253 266 111 422 115 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 239 338 36 109 796 539 152 253 266 111 422 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 239 338 36 109 796 539 152 253 266 111 422 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 239 338 36 109 796 539 152 253 266 111 422 115 OvlAdjVol: 273 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.13 1.87 1.00 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 1801 2999 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.11 0.02 0.07 0.25 0.34 0.08 0.08 0.17 0.07 0.13 0.07 OvlAdjV/S: 0.17 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 14. Palo Verde Av & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.803Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 67 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 131 364 147 245 1332 194 144 364 152 62 281 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 364 147 245 1332 194 144 364 152 62 281 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 131 364 147 245 1332 194 144 364 152 62 281 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 364 147 245 1332 194 144 364 152 62 281 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 131 364 147 245 1332 194 144 364 152 62 281 85 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.54 0.46 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 3200 1600 1600 2457 743 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.11 0.09 0.15 0.42 0.12 0.09 0.11 0.10 0.04 0.11 0.11 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 15. Palo Verde Av & Woodruff Av ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.795Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 66 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Woodruff Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 593 0 0 1244 0 292 0 654 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 593 0 0 1244 0 292 0 654 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.75 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 593 0 0 1244 0 292 0 491 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 593 0 0 1244 0 292 0 491 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 593 0 0 1244 0 292 0 491 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 0.00 0.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3200 0 0 3200 0 1600 0 1600 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.19 0.00 0.00 0.39 0.00 0.18 0.00 0.31 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 16. Palo Verde Av & I-405 NB off-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.640Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 44 Level Of Service: B********************************************************************************Street Name: Palo Verde Av I-405 NB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 129 592 203 0 915 10 0 0 0 273 42 144 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 129 592 203 0 915 10 0 0 0 273 42 144 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 129 592 203 0 915 10 0 0 0 273 42 144 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 592 203 0 915 10 0 0 0 273 42 144 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 129 592 203 0 915 10 0 0 0 273 42 144 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 0.00 1.98 0.02 0.00 0.00 0.00 1.00 0.23 0.77 Final Sat.: 1600 3200 1600 0 3165 35 0 0 0 1600 361 1239 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.19 0.13 0.00 0.29 0.29 0.00 0.00 0.00 0.17 0.12 0.12 Crit Moves: **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:17:59 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 17. Merriam Wy/Fanwood Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.804Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 68 Level Of Service: D********************************************************************************Street Name: Merriam Wy/Fanwood Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1! 0 1 0 0 1! 0 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 24 1 38 27 56 95 1 591 487 880 605 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 24 1 38 27 56 95 1 591 487 880 605 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 1 38 27 56 95 1 591 487 880 605 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 1 38 27 56 95 1 591 487 880 605 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 24 1 38 27 56 95 1 591 487 880 605 2 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.14 0.05 1.81 0.15 0.31 0.54 1.00 2.00 1.00 2.00 1.99 0.01 Final Sat.: 1829 76 2895 243 503 854 1600 3200 1600 3200 3189 11 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.01 0.01 0.01 0.11 0.11 0.11 0.00 0.18 0.30 0.28 0.19 0.19 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:00 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #18 18. Earl Warren Dr & Atherton St ********************************************************************************Average Delay (sec/veh): 0.7 Worst Case Level Of Service: B[ 14.0]********************************************************************************Street Name: Earl Warren Dr Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 1 0 2 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 47 0 0 0 0 1207 213 62 619 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 47 0 0 0 0 1207 213 62 619 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 47 0 0 0 0 1207 213 62 619 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 47 0 0 0 0 1207 213 62 619 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx 604 xxxx xxxx xxxxx xxxx xxxx xxxxx 1420 xxxx xxxxx Potent Cap.: xxxx xxxx 447 xxxx xxxx xxxxx xxxx xxxx xxxxx 486 xxxx xxxxx Move Cap.: xxxx xxxx 447 xxxx xxxx xxxxx xxxx xxxx xxxxx 486 xxxx xxxxx Volume/Cap: xxxx xxxx 0.11 xxxx xxxx xxxx xxxx xxxx xxxx 0.13 xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx 0.4 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.4 xxxx xxxxx Control Del:xxxxx xxxx 14.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 13.5 xxxx xxxxx LOS by Move: * * B * * * * * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 14.0 xxxxxx xxxxxx xxxxxxApproachLOS: B * * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:00 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #19 19. Studebaker Rd & SR-22 WB offramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.794Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: C********************************************************************************Street Name: Studebaker Rd SR-22 WB offramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 836 58 94 1333 0 0 0 0 888 0 544 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 836 58 94 1333 0 0 0 0 888 0 544 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 836 58 94 1333 0 0 0 0 888 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 836 58 94 1333 0 0 0 0 888 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 836 58 94 1333 0 0 0 0 888 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.26 0.04 0.06 0.42 0.00 0.00 0.00 0.00 0.28 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:00 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 20. Studebaker Rd & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.649Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 44 Level Of Service: B********************************************************************************Street Name: Studebaker Rd Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 247 861 16 13 960 453 120 16 78 26 35 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 247 861 16 13 960 453 120 16 78 26 35 29 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 247 861 16 13 960 453 120 16 78 26 35 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 247 861 16 13 960 453 120 16 78 26 35 29 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 247 861 16 13 960 453 120 16 78 26 35 29 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.09 0.91 Final Sat.: 1600 3142 58 1600 3200 1600 1600 1600 1600 1600 1750 1450 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.27 0.27 0.01 0.30 0.28 0.08 0.01 0.05 0.02 0.02 0.02 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:00 Page 23-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #21 21. Studebaker Rd & I-405 SB off-ramp ********************************************************************************Average Delay (sec/veh): 8.7 Worst Case Level Of Service: F[ 53.8]********************************************************************************Street Name: Studebaker Rd I-405 SB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 2 0 0 2 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1037 0 0 1114 0 87 0 326 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1037 0 0 1114 0 87 0 326 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1037 0 0 1114 0 87 0 326 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1037 0 0 1114 0 87 0 326 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1633 xxxx 557 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 94 xxxx 479 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 94 xxxx 479 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.93 xxxx 0.68 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 3.8 xxxx 5.1 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 154.0 xxxx 27.1 xxxxx xxxx xxxxx LOS by Move: * * * * * * F * D * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 53.8 xxxxxxApproachLOS: * * F * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:00 Page 24-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #22 22. Studebaker Rd & I-405 NB on-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.613Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 41 Level Of Service: B********************************************************************************Street Name: Studebaker Rd I-405 NB on-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 260 860 0 0 1123 101 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 260 860 0 0 1123 101 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 260 860 0 0 1123 101 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 260 860 0 0 1123 101 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 260 860 0 0 1123 101 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.16 0.27 0.00 0.00 0.35 0.06 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:00 Page 25-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #23 23. Studebaker Rd & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.822Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 72 Level Of Service: D********************************************************************************Street Name: Studebaker Rd Anaheim Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 413 938 15 53 1154 110 39 15 178 69 23 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 413 938 15 53 1154 110 39 15 178 69 23 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 413 938 15 53 1154 110 39 15 178 69 23 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 413 938 15 53 1154 110 39 15 178 69 23 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 413 938 15 53 1154 110 39 15 178 69 23 34 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 2.00 1.00 1.00 0.16 1.84 0.55 0.18 0.27 Final Sat.: 1600 3150 50 1600 3200 1600 1600 249 2951 876 292 432 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.26 0.30 0.30 0.03 0.36 0.07 0.02 0.06 0.06 0.04 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:00 Page 26-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #24 24. Earl Warren Dr & Beach Dr ********************************************************************************Average Delay (sec/veh): 3.5 Worst Case Level Of Service: C[ 17.3]********************************************************************************Street Name: Earl Warren Dr Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 14 0 24 374 499 0 0 100 72 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 14 0 24 374 499 0 0 100 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 14 0 24 374 499 0 0 100 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 14 0 24 374 499 0 0 100 72 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 1134 xxxx 86 172 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 199 xxxx 962 1417 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 148 xxxx 962 1417 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.09 xxxx 0.02 0.26 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.3 xxxx 0.1 1.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 31.9 xxxx 8.8 8.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * D * A A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1.1 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * A * * * * * ApproachDel: xxxxxx 17.3 xxxxxx xxxxxxApproachLOS: * C * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:00 Page 27-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #25 25. Merriam Wy/Fanwood Av & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.379Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 9.8Optimal Cycle: 0 Level Of Service: A********************************************************************************Street Name: Merriam Wy/Fanwood Av Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 13 15 1 17 2 10 187 232 9 17 137 308 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 13 15 1 17 2 10 187 232 9 17 137 308 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 13 15 1 17 2 10 187 232 9 17 137 308 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 15 1 17 2 10 187 232 9 17 137 308 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 13 15 1 17 2 10 187 232 9 17 137 308 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.45 0.52 0.03 0.59 0.07 0.34 0.87 1.09 0.04 0.07 0.93 1.00 Final Sat.: 257 297 20 345 41 203 567 760 30 51 644 813 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.05 0.05 0.05 0.05 0.05 0.33 0.31 0.30 0.33 0.21 0.38 Crit Moves: **** **** **** ****Delay/Veh: 9.0 9.0 9.0 8.8 8.8 8.8 10.8 9.9 9.8 9.2 9.2 9.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.0 9.0 9.0 8.8 8.8 8.8 10.8 9.9 9.8 9.2 9.2 9.6 LOS by Move: A A A A A A B A A A A A ApproachDel: 9.0 8.8 10.3 9.5Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 9.0 8.8 10.3 9.5LOS by Appr: A A B A AllWayAvgQ: 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 0.4 0.3 0.6 0.6 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:01 Page 28-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #26 26. E Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.835Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 75 Level Of Service: D********************************************************************************Street Name: E Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 0 0 1 0 1 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 69 19 24 15 11 14 44 2594 64 71 2888 127 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 69 19 24 15 11 14 44 2594 64 71 2888 127 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 69 19 24 15 11 14 44 2594 64 71 2888 127 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 69 19 24 15 11 14 44 2594 64 71 2888 127 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 69 19 24 15 11 14 44 2594 64 71 2888 127 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.62 0.17 0.21 1.00 0.44 0.56 1.00 3.00 1.00 1.00 2.87 0.13 Final Sat.: 986 271 343 1600 704 896 1600 4800 1600 1600 4598 202 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.07 0.07 0.01 0.02 0.02 0.03 0.54 0.04 0.04 0.63 0.63 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:01 Page 29-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #27 27. Bellflower Bl & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.849Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 80 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 0 0 2 1 0 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 29 1515 389 0 1054 486 302 1008 929 218 863 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 1515 389 0 1054 486 302 1008 929 218 863 3 User Adj: 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 1515 311 0 1054 486 302 1008 743 218 863 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 1515 311 0 1054 486 302 1008 743 218 863 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 1515 311 0 1054 486 302 1008 743 218 863 3 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 0.00 2.05 0.95 1.00 2.30 1.70 1.00 2.99 0.01 Final Sat.: 1600 4800 1600 0 3285 1515 1600 3684 2716 1600 4783 17 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.32 0.19 0.00 0.32 0.32 0.19 0.27 0.27 0.14 0.18 0.18 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:01 Page 30-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #28 28. Pacific Coast Hwy & 2nd St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.047Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 2nd St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 1 0 2 1 0 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 471 1326 391 325 1086 221 296 1431 438 282 977 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 471 1326 391 325 1086 221 296 1431 438 282 977 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 471 1326 391 325 1086 221 296 1431 438 282 977 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 471 1326 391 325 1086 221 296 1431 438 282 977 204 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 471 1326 391 325 1086 221 296 1431 438 282 977 204 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.32 0.68 1.00 2.49 0.51 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3707 1093 1600 3988 812 3200 4800 1600 3200 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.36 0.36 0.20 0.27 0.27 0.09 0.30 0.27 0.09 0.20 0.13 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CB_AM Fri Nov 2, 2007 11:18:01 Page 31-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #29 29. Studebaler Rd & SR-22 EB onramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.784Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: C********************************************************************************Street Name: Studebaler Rd SR-22 EB onramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 776 1202 274 1953 0 0 0 0 17 0 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 776 1202 274 1953 0 0 0 0 17 0 118 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 776 0 274 1953 0 0 0 0 17 0 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 776 0 274 1953 0 0 0 0 17 0 118 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 776 0 274 1953 0 0 0 0 17 0 118 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.24 0.00 0.17 0.61 0.00 0.00 0.00 0.00 0.01 0.00 0.07 Crit Moves: **** ************************************************************************************
CB_PM Fri Nov 2, 2007 11:18:12 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #1 1. Palo Verde Ave & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.704Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 19.4Optimal Cycle: 0 Level Of Service: C********************************************************************************Street Name: Palo Verde Avenue Anaheim Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 1 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 5 76 32 570 102 242 231 86 11 43 65 317 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 76 32 570 102 242 231 86 11 43 65 317 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 76 32 570 102 242 231 86 11 43 65 317 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 76 32 570 102 242 231 86 11 43 65 317 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 76 32 570 102 242 231 86 11 43 65 317 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.04 0.68 0.28 2.00 1.00 1.00 0.71 0.26 0.03 0.40 0.60 1.00 Final Sat.: 18 276 116 936 498 553 328 122 16 176 266 499 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.28 0.28 0.28 0.61 0.20 0.44 0.70 0.70 0.70 0.24 0.24 0.63 Crit Moves: **** **** **** ****Delay/Veh: 13.8 13.8 13.8 21.2 11.6 13.9 26.0 26.0 26.0 13.1 13.1 20.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.8 13.8 13.8 21.2 11.6 13.9 26.0 26.0 26.0 13.1 13.1 20.5 LOS by Move: B B B C B B D D D B B C ApproachDel: 13.8 18.2 26.0 18.6Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 13.8 18.2 26.0 18.6LOS by Appr: B C D C AllWayAvgQ: 0.3 0.3 0.3 1.4 0.2 0.7 2.0 2.0 2.0 0.3 0.3 1.5 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 2. I-405 SB off-ramp & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.696Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 49 Level Of Service: B********************************************************************************Street Name: I-405 SB off-ramp Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 852 0 113 0 1413 0 0 972 194 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 852 0 113 0 1413 0 0 972 194 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 852 0 113 0 1413 0 0 972 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 852 0 113 0 1413 0 0 972 194 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 852 0 113 0 1413 0 0 972 194 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.77 0.00 0.23 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 2825 0 375 0 4800 0 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.30 0.00 0.29 0.00 0.00 0.20 0.12 Crit Moves: **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 3. Bellflower Bl & I-405 NB ramps ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.621Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 42 Level Of Service: B********************************************************************************Street Name: Bellflower Bl I-405 NB ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 1 0 0 2 1 0 0 0 1! 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 30 1429 630 0 1764 4 11 0 21 291 6 251 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 1429 630 0 1764 4 11 0 21 291 6 251 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 1429 630 0 1764 4 11 0 21 291 6 251 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 1429 630 0 1764 4 11 0 21 291 6 251 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 1429 630 0 1764 4 11 0 21 291 6 251 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.78 1.22 0.00 2.99 0.01 0.34 0.00 0.66 1.60 0.03 1.37 Final Sat.: 1600 4442 1958 0 4789 11 550 0 1050 2549 53 2199 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.32 0.32 0.00 0.37 0.37 0.02 0.00 0.02 0.11 0.11 0.11 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 4. Bellflower Bl & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.886Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 94 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 107 1502 160 294 1486 150 251 473 75 332 449 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 1502 160 294 1486 150 251 473 75 332 449 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 107 1502 160 294 1486 150 251 473 75 332 449 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 107 1502 160 294 1486 150 251 473 75 332 449 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 107 1502 160 294 1486 150 251 473 75 332 449 96 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.72 0.28 1.00 1.73 0.27 1.00 1.65 0.35 Final Sat.: 1600 4800 1600 3200 4360 440 1600 2762 438 1600 2636 564 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.07 0.31 0.10 0.09 0.34 0.34 0.16 0.17 0.17 0.21 0.17 0.17 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 5. Bellflower Bl & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.820Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 72 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 169 1284 276 267 1213 229 168 520 112 293 585 335 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 169 1284 276 267 1213 229 168 520 112 293 585 335 User Adj: 1.00 1.00 0.50 1.00 1.00 1.00 1.00 1.00 1.00 0.50 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 169 1284 138 267 1213 229 168 520 112 147 585 335 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 169 1284 138 267 1213 229 168 520 112 147 585 335 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 169 1284 138 267 1213 229 168 520 112 147 585 335 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.52 0.48 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 4800 1600 3200 4038 762 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.27 0.09 0.08 0.30 0.30 0.11 0.16 0.07 0.09 0.18 0.21 Crit Moves: **** **** **** ************************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 6. Bellflower Bl & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.630Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 43 Level Of Service: B********************************************************************************Street Name: Bellflower Bl Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1312 215 196 1388 0 0 0 0 408 0 313 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1312 215 196 1388 0 0 0 0 408 0 313 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1312 215 196 1388 0 0 0 0 408 0 313 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1312 215 196 1388 0 0 0 0 408 0 313 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1312 215 196 1388 0 0 0 0 408 0 313 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 4800 1600 3200 4800 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.27 0.13 0.06 0.29 0.00 0.00 0.00 0.00 0.13 0.00 0.20 Crit Moves: **** **** ************************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.066Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 724 107 628 1040 428 295 2211 18 66 1913 173 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 724 107 628 1040 428 295 2211 18 66 1913 173 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 724 107 628 1040 428 295 2211 18 66 1913 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 724 107 628 1040 428 295 2211 18 66 1913 173 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 724 107 628 1040 428 295 2211 18 66 1913 173 OvlAdjVol: 133 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 1.00 2.98 0.02 1.00 2.75 0.25 Final Sat.: 0 4800 1600 3200 3200 1600 1600 4761 39 1600 4402 398 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.15 0.07 0.20 0.33 0.27 0.18 0.46 0.46 0.04 0.43 0.43 OvlAdjV/S: 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 8. Bellflower Bl & Pacific Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.805Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 68 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Pacific Coast Hwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 1 2 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 58 333 79 634 371 19 72 1390 62 160 1284 485 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 333 79 634 371 19 72 1390 62 160 1284 485 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 58 333 79 634 371 19 72 1390 62 160 1284 485 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 333 79 634 371 19 72 1390 62 160 1284 485 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 58 333 79 634 371 19 72 1390 62 160 1284 485 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.87 0.13 1.00 3.00 1.00 Final Sat.: 1600 3200 1600 3200 3200 1600 1600 4595 205 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.10 0.05 0.20 0.12 0.01 0.05 0.30 0.30 0.10 0.27 0.30 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 9. Pacific Coast Hwy & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.100Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 2 0 2 1 0 0 0 2 1 0 0 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 241 1105 17 651 1438 29 0 1958 201 0 1741 552 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 241 1105 17 651 1438 29 0 1958 201 0 1741 552 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 241 1105 17 651 1438 29 0 1958 201 0 1741 552 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 241 1105 17 651 1438 29 0 1958 201 0 1741 552 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 241 1105 17 651 1438 29 0 1958 201 0 1741 552 OvlAdjVol: 226 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.95 0.05 2.00 2.94 0.06 0.00 2.72 0.28 0.00 2.00 1.00 Final Sat.: 1600 4727 73 3200 4705 95 0 4353 447 0 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.23 0.23 0.20 0.31 0.31 0.00 0.45 0.45 0.00 0.54 0.34 OvlAdjV/S: 0.14 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 10. W Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.887Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: D********************************************************************************Street Name: W Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 329 0 117 125 3108 0 0 2076 199 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 329 0 117 125 3108 0 0 2076 199 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 329 0 117 125 3108 0 0 2076 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 329 0 117 125 3108 0 0 2076 199 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 329 0 117 125 3108 0 0 2076 199 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.48 0.00 0.52 1.00 3.00 0.00 0.00 2.74 0.26 Final Sat.: 0 0 0 2361 0 839 1600 4800 0 0 4380 420 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.14 0.00 0.14 0.08 0.65 0.00 0.00 0.47 0.47 Crit Moves: **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #11 11. Palo Verde Av & Parking Structure ********************************************************************************Average Delay (sec/veh): 1.5 Worst Case Level Of Service: C[ 21.9]********************************************************************************Street Name: Palo Verde Av Parking Structure Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 46 613 0 0 776 92 46 0 43 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 613 0 0 776 92 46 0 43 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 613 0 0 776 92 46 0 43 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 46 613 0 0 776 92 46 0 43 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: 868 xxxx xxxxx xxxx xxxx xxxxx 1175 xxxx 388 xxxx xxxx xxxxx Potent Cap.: 785 xxxx xxxxx xxxx xxxx xxxxx 188 xxxx 616 xxxx xxxx xxxxx Move Cap.: 785 xxxx xxxxx xxxx xxxx xxxxx 179 xxxx 616 xxxx xxxx xxxxx Volume/Cap: 0.06 xxxx xxxx xxxx xxxx xxxx 0.26 xxxx 0.07 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 1.0 xxxx 0.2 xxxx xxxx xxxxx Control Del: 9.9 xxxx xxxxx xxxxx xxxx xxxxx 31.9 xxxx 11.3 xxxxx xxxx xxxxx LOS by Move: A * * * * * D * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 21.9 xxxxxxApproachLOS: * * C * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 12. Palo Verde Av & Rendina St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.501Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 33 Level Of Service: A********************************************************************************Street Name: Palo Verde Av Rendina St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 31 623 5 82 738 94 388 1 128 9 0 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 31 623 5 82 738 94 388 1 128 9 0 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 31 623 5 82 738 94 388 1 128 9 0 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 623 5 82 738 94 388 1 128 9 0 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 31 623 5 82 738 94 388 1 128 9 0 43 OvlAdjVol: 0 97 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.98 0.02 1.00 2.00 1.00 2.00 0.01 0.99 0.17 0.00 0.83 Final Sat.: 1600 3175 25 1600 3200 1600 3200 12 1588 277 0 1323 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.20 0.20 0.05 0.23 0.06 0.12 0.08 0.08 0.03 0.00 0.03 OvlAdjV/S: 0.00 0.06 Crit Moves: **** **** **** ************************************************************************************
CB_PM Fri Nov 2, 2007 11:18:13 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 13. Palo Verde Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.853Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 81 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 305 687 71 337 535 337 617 460 207 50 330 102 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 305 687 71 337 535 337 617 460 207 50 330 102 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 305 687 71 337 535 337 617 460 207 50 330 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 305 687 71 337 535 337 617 460 207 50 330 102 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 305 687 71 337 535 337 617 460 207 50 330 102 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.72 1.28 1.00 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 2750 2050 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.19 0.21 0.04 0.21 0.17 0.21 0.22 0.22 0.13 0.03 0.10 0.06 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 14. Palo Verde Av & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.799Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 67 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 175 656 416 382 930 334 178 365 119 96 198 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 175 656 416 382 930 334 178 365 119 96 198 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 175 656 416 382 930 334 178 365 119 96 198 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 175 656 416 382 930 334 178 365 119 96 198 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 175 656 416 382 930 334 178 365 119 96 198 88 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.38 0.62 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 3200 1600 1600 2215 985 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.21 0.26 0.24 0.29 0.21 0.11 0.11 0.07 0.06 0.09 0.09 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 15. Palo Verde Av & Woodruff Av ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.777Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 62 Level Of Service: C********************************************************************************Street Name: Palo Verde Av Woodruff Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1003 0 0 1124 0 314 0 521 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1003 0 0 1124 0 314 0 521 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1003 0 0 1124 0 314 0 521 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1003 0 0 1124 0 314 0 521 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1003 0 0 1124 0 314 0 521 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 0.00 0.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3200 0 0 3200 0 1600 0 1600 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.31 0.00 0.00 0.35 0.00 0.20 0.00 0.33 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 16. Palo Verde Av & I-405 NB off-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.671Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 47 Level Of Service: B********************************************************************************Street Name: Palo Verde Av I-405 NB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 200 807 344 0 727 13 0 0 0 343 9 210 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 807 344 0 727 13 0 0 0 343 9 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 807 344 0 727 13 0 0 0 343 9 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 200 807 344 0 727 13 0 0 0 343 9 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 807 344 0 727 13 0 0 0 343 9 210 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 0.00 1.96 0.04 0.00 0.00 0.00 1.00 0.04 0.96 Final Sat.: 1600 3200 1600 0 3144 56 0 0 0 1600 66 1534 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.25 0.22 0.00 0.23 0.23 0.00 0.00 0.00 0.21 0.14 0.14 Crit Moves: **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 17. Merriam Wy/Fanwood Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.786Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 64 Level Of Service: C********************************************************************************Street Name: Merriam Wy/Fanwood Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1! 0 1 0 0 1! 0 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 708 14 757 15 7 28 16 862 211 247 688 14 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 708 14 757 15 7 28 16 862 211 247 688 14 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 708 14 757 15 7 28 16 862 211 247 688 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 708 14 757 15 7 28 16 862 211 247 688 14 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 708 14 757 15 7 28 16 862 211 247 688 14 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.44 0.03 1.53 0.30 0.14 0.56 1.00 2.00 1.00 2.00 1.96 0.04 Final Sat.: 2298 45 2457 480 224 896 1600 3200 1600 3200 3136 64 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.31 0.31 0.31 0.03 0.03 0.03 0.01 0.27 0.13 0.08 0.22 0.22 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #18 18. Earl Warren Dr & Atherton St ********************************************************************************Average Delay (sec/veh): 1.0 Worst Case Level Of Service: B[ 12.9]********************************************************************************Street Name: Earl Warren Dr Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 1 0 2 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 140 0 0 0 0 822 100 50 1297 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 140 0 0 0 0 822 100 50 1297 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 140 0 0 0 0 822 100 50 1297 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 140 0 0 0 0 822 100 50 1297 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx 411 xxxx xxxx xxxxx xxxx xxxx xxxxx 922 xxxx xxxxx Potent Cap.: xxxx xxxx 596 xxxx xxxx xxxxx xxxx xxxx xxxxx 749 xxxx xxxxx Move Cap.: xxxx xxxx 596 xxxx xxxx xxxxx xxxx xxxx xxxxx 749 xxxx xxxxx Volume/Cap: xxxx xxxx 0.24 xxxx xxxx xxxx xxxx xxxx xxxx 0.07 xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx 0.9 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.2 xxxx xxxxx Control Del:xxxxx xxxx 12.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.2 xxxx xxxxx LOS by Move: * * B * * * * * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 12.9 xxxxxx xxxxxx xxxxxxApproachLOS: B * * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #19 19. Studebaker Rd & SR-22 WB offramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.931Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 118 Level Of Service: E********************************************************************************Street Name: Studebaker Rd SR-22 WB offramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1089 94 114 1234 0 0 0 0 1341 0 358 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1089 94 114 1234 0 0 0 0 1341 0 358 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 1089 94 114 1234 0 0 0 0 1341 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1089 94 114 1234 0 0 0 0 1341 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 1089 94 114 1234 0 0 0 0 1341 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.34 0.06 0.07 0.39 0.00 0.00 0.00 0.00 0.42 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 20. Studebaker Rd & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.718Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 52 Level Of Service: C********************************************************************************Street Name: Studebaker Rd Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 174 1037 26 20 990 198 302 43 219 15 18 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 174 1037 26 20 990 198 302 43 219 15 18 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 174 1037 26 20 990 198 302 43 219 15 18 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 174 1037 26 20 990 198 302 43 219 15 18 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 174 1037 26 20 990 198 302 43 219 15 18 20 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3122 78 1600 3200 1600 1600 1600 1600 1600 1600 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.33 0.33 0.01 0.31 0.12 0.19 0.03 0.14 0.01 0.01 0.01 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 23-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #21 21. Studebaker Rd & I-405 SB off-ramp ********************************************************************************Average Delay (sec/veh): 4.9 Worst Case Level Of Service: E[ 40.6]********************************************************************************Street Name: Studebaker Rd I-405 SB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 2 0 0 2 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1328 0 0 973 0 72 0 241 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1328 0 0 973 0 72 0 241 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1328 0 0 973 0 72 0 241 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1328 0 0 973 0 72 0 241 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1637 xxxx 487 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 93 xxxx 532 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 93 xxxx 532 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.77 xxxx 0.45 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 3.1 xxxx 2.3 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 118.8 xxxx 17.2 xxxxx xxxx xxxxx LOS by Move: * * * * * * F * C * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 40.6 xxxxxxApproachLOS: * * E * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 24-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #22 22. Studebaker Rd & I-405 NB on-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.543Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 36 Level Of Service: A********************************************************************************Street Name: Studebaker Rd I-405 NB on-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 221 1176 0 0 977 82 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 221 1176 0 0 977 82 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 1176 0 0 977 82 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 221 1176 0 0 977 82 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 221 1176 0 0 977 82 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.37 0.00 0.00 0.31 0.05 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 25-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #23 23. Studebaker Rd & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.750Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 57 Level Of Service: C********************************************************************************Street Name: Studebaker Rd Anaheim Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 256 1184 29 71 947 45 60 49 455 59 29 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 256 1184 29 71 947 45 60 49 455 59 29 42 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 256 1184 29 71 947 45 60 49 455 59 29 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 256 1184 29 71 947 45 60 49 455 59 29 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 256 1184 29 71 947 45 60 49 455 59 29 42 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 1.00 0.19 1.81 0.46 0.22 0.32 Final Sat.: 1600 3123 77 1600 3200 1600 1600 311 2889 726 357 517 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.16 0.38 0.38 0.04 0.30 0.03 0.04 0.16 0.16 0.04 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 26-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #24 24. Earl Warren Dr & Beach Dr ********************************************************************************Average Delay (sec/veh): 4.4 Worst Case Level Of Service: B[ 13.3]********************************************************************************Street Name: Earl Warren Dr Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 37 0 285 116 288 0 0 436 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 37 0 285 116 288 0 0 436 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 37 0 285 116 288 0 0 436 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 37 0 285 116 288 0 0 436 52 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 838 xxxx 244 488 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 309 xxxx 763 1086 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 282 xxxx 763 1086 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.13 xxxx 0.37 0.11 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.4 xxxx 1.7 0.4 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 19.7 xxxx 12.5 8.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * C * B A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.4 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.7 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * A * * * * * ApproachDel: xxxxxx 13.3 xxxxxx xxxxxxApproachLOS: * B * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 27-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #25 25. Merriam Wy/Fanwood Av & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.522Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 12.1Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Merriam Wy/Fanwood Av Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 46 18 22 176 11 134 104 164 1 31 272 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 18 22 176 11 134 104 164 1 31 272 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 18 22 176 11 134 104 164 1 31 272 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 18 22 176 11 134 104 164 1 31 272 118 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 18 22 176 11 134 104 164 1 31 272 118 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.53 0.21 0.26 0.55 0.03 0.42 0.77 1.22 0.01 0.15 1.29 0.56 Final Sat.: 283 111 135 337 21 257 401 664 4 83 752 343 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.16 0.16 0.16 0.52 0.52 0.52 0.26 0.25 0.24 0.37 0.36 0.34 Crit Moves: **** **** **** **** Delay/Veh: 10.2 10.2 10.2 14.1 14.1 14.1 11.5 10.9 10.8 12.2 11.8 11.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 10.2 10.2 10.2 14.1 14.1 14.1 11.5 10.9 10.8 12.2 11.8 11.1 LOS by Move: B B B B B B B B B B B B ApproachDel: 10.2 14.1 11.1 11.7Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 10.2 14.1 11.1 11.7LOS by Appr: B B B B AllWayAvgQ: 0.2 0.2 0.2 0.9 0.9 0.9 0.3 0.3 0.3 0.5 0.5 0.5 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 28-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #26 26. E Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.923Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 113 Level Of Service: E********************************************************************************Street Name: E Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 0 0 1 0 1 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 26 16 19 85 27 33 46 3295 36 73 2249 77 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 16 19 85 27 33 46 3295 36 73 2249 77 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 26 16 19 85 27 33 46 3295 36 73 2249 77 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 16 19 85 27 33 46 3295 36 73 2249 77 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 26 16 19 85 27 33 46 3295 36 73 2249 77 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.43 0.26 0.31 1.00 0.45 0.55 1.00 3.00 1.00 1.00 2.90 0.10 Final Sat.: 682 420 498 1600 720 880 1600 4800 1600 1600 4641 159 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.04 0.04 0.05 0.04 0.04 0.03 0.69 0.02 0.05 0.48 0.48 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:14 Page 29-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #27 27. Bellflower Bl & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.948Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 131 Level Of Service: E********************************************************************************Street Name: Bellflower Bl Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 0 0 2 1 0 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 36 1619 693 0 1346 527 397 1240 585 269 625 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 1619 693 0 1346 527 397 1240 585 269 625 4 User Adj: 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 1619 554 0 1346 527 397 1240 468 269 625 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 1619 554 0 1346 527 397 1240 468 269 625 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 1619 554 0 1346 527 397 1240 468 269 625 4 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 0.00 2.16 0.84 1.00 2.90 1.10 1.00 2.98 0.02 Final Sat.: 1600 4800 1600 0 3449 1351 1600 4646 1754 1600 4769 31 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.34 0.35 0.00 0.39 0.39 0.25 0.27 0.27 0.17 0.13 0.13 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:15 Page 30-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #28 28. Pacific Coast Hwy & 2nd St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.200Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 2nd St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 1 0 2 1 0 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 359 1044 318 595 1701 536 483 1493 541 405 1389 459 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 359 1044 318 595 1701 536 483 1493 541 405 1389 459 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 359 1044 318 595 1701 536 483 1493 541 405 1389 459 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 359 1044 318 595 1701 536 483 1493 541 405 1389 459 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 359 1044 318 595 1701 536 483 1493 541 405 1389 459 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.30 0.70 1.00 2.28 0.72 2.00 2.94 1.06 2.00 3.00 1.00 Final Sat.: 3200 3679 1121 1600 3650 1150 3200 4698 1702 3200 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.28 0.28 0.37 0.47 0.47 0.15 0.32 0.32 0.13 0.29 0.29 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CB_PM Fri Nov 2, 2007 11:18:15 Page 31-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #29 29. Studebaler Rd & SR-22 EB onramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.855Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: D********************************************************************************Street Name: Studebaler Rd SR-22 EB onramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1178 959 348 2222 0 0 0 0 43 0 97 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1178 959 348 2222 0 0 0 0 43 0 97 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1178 0 348 2222 0 0 0 0 43 0 97 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1178 0 348 2222 0 0 0 0 43 0 97 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1178 0 348 2222 0 0 0 0 43 0 97 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.37 0.00 0.22 0.69 0.00 0.00 0.00 0.00 0.01 0.00 0.06 Crit Moves: **** ************************************************************************************
CUMULATIVE (YEAR 2020) CONDITIONS WITH PROJECT
CP_AM Fri Nov 2, 2007 11:18:26 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #1 1. Palo Verde Ave & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.166Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 51.5Optimal Cycle: 0 Level Of Service: F********************************************************************************Street Name: Palo Verde Avenue Anaheim Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 1 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 5 54 48 320 43 298 128 40 5 48 161 671 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 54 48 320 43 298 128 40 5 48 161 671 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 54 48 320 43 298 128 40 5 48 161 671 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 54 48 320 43 298 128 40 5 48 161 671 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 54 48 320 43 298 128 40 5 48 161 671 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.05 0.50 0.45 2.00 1.00 1.00 0.74 0.23 0.03 0.23 0.77 1.00 Final Sat.: 21 226 201 922 492 545 337 105 13 116 390 576 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.24 0.24 0.24 0.35 0.09 0.55 0.38 0.38 0.38 0.41 0.41 1.17 Crit Moves: **** **** **** ****Delay/Veh: 13.1 13.1 13.1 14.5 10.6 16.8 15.2 15.2 15.2 14.6 14.6 114.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.1 13.1 13.1 14.5 10.6 16.8 15.2 15.2 15.2 14.6 14.6 114.1 LOS by Move: B B B B B C C C C B B F ApproachDel: 13.1 15.3 15.2 90.5Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 13.1 15.3 15.2 90.5LOS by Appr: B C C F AllWayAvgQ: 0.3 0.3 0.3 0.5 0.1 1.1 0.6 0.6 0.6 0.7 0.7 16.8 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 2. I-405 SB off-ramp & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.727Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 54 Level Of Service: C********************************************************************************Street Name: I-405 SB off-ramp Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 1111 0 88 0 1209 0 0 1141 214 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 1111 0 88 0 1209 0 0 1141 214 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 1111 0 88 0 1209 0 0 1141 214 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 1111 0 88 0 1209 0 0 1141 214 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 1111 0 88 0 1209 0 0 1141 214 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.85 0.00 0.15 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 2965 0 235 0 4800 0 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.37 0.00 0.37 0.00 0.25 0.00 0.00 0.24 0.13 Crit Moves: **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 3. Bellflower Bl & I-405 NB ramps ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.588Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 39 Level Of Service: A********************************************************************************Street Name: Bellflower Bl I-405 NB ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 1 0 0 2 1 0 0 0 1! 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 6 1109 774 0 1747 4 20 0 36 215 1 190 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 6 1109 774 0 1747 4 20 0 36 215 1 190 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 1109 774 0 1747 4 20 0 36 215 1 190 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 1109 774 0 1747 4 20 0 36 215 1 190 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 6 1109 774 0 1747 4 20 0 36 215 1 190 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.36 1.64 0.00 2.99 0.01 0.36 0.00 0.64 1.59 0.01 1.40 Final Sat.: 1600 3769 2631 0 4789 11 571 0 1029 2542 12 2246 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.29 0.29 0.00 0.36 0.36 0.04 0.00 0.03 0.08 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 4. Bellflower Bl & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.824Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 72 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 52 1017 116 117 1935 108 180 369 77 181 371 119 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 52 1017 116 117 1935 108 180 369 77 181 371 119 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 52 1017 116 117 1935 108 180 369 77 181 371 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 1017 116 117 1935 108 180 369 77 181 371 119 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 52 1017 116 117 1935 108 180 369 77 181 371 119 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.84 0.16 1.00 1.65 0.35 1.00 1.51 0.49 Final Sat.: 1600 4800 1600 3200 4546 254 1600 2648 552 1600 2423 777 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.21 0.07 0.04 0.43 0.43 0.11 0.14 0.14 0.11 0.15 0.15 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 5. Bellflower Bl & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.781Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 63 Level Of Service: C********************************************************************************Street Name: Bellflower Bl Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 49 832 329 742 1298 117 87 650 149 233 400 132 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 832 329 742 1298 117 87 650 149 233 400 132 User Adj: 1.00 1.00 0.65 1.00 1.00 1.00 1.00 1.00 1.00 0.50 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 832 214 742 1298 117 87 650 149 117 400 132 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 832 214 742 1298 117 87 650 149 117 400 132 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 49 832 214 742 1298 117 87 650 149 117 400 132 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.75 0.25 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 4800 1600 3200 4403 397 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.17 0.13 0.23 0.29 0.29 0.05 0.20 0.09 0.07 0.13 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 6. Bellflower Bl & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.577Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 38 Level Of Service: A********************************************************************************Street Name: Bellflower Bl Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1077 453 469 1249 0 0 0 0 49 0 76 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1077 453 469 1249 0 0 0 0 49 0 76 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1077 453 469 1249 0 0 0 0 49 0 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1077 453 469 1249 0 0 0 0 49 0 76 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1077 453 469 1249 0 0 0 0 49 0 76 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 4800 1600 3200 4800 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.22 0.28 0.15 0.26 0.00 0.00 0.00 0.00 0.02 0.00 0.05 Crit Moves: **** **** ************************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.032Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 830 142 264 372 406 360 2314 5 23 1976 191 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 830 142 264 372 406 360 2314 5 23 1976 191 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 830 142 264 372 406 360 2314 5 23 1976 191 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 830 142 264 372 406 360 2314 5 23 1976 191 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 830 142 264 372 406 360 2314 5 23 1976 191 OvlAdjVol: 46 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 1.00 2.99 0.01 1.00 2.74 0.26 Final Sat.: 0 4800 1600 3200 3200 1600 1600 4790 10 1600 4377 423 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.17 0.09 0.08 0.12 0.25 0.23 0.48 0.48 0.01 0.45 0.45 OvlAdjV/S: 0.03 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 8. Bellflower Bl & Pacific Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.686Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 48 Level Of Service: B********************************************************************************Street Name: Bellflower Bl Pacific Coast Hwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 1 2 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 89 496 83 269 144 3 78 914 26 45 1433 483 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 89 496 83 269 144 3 78 914 26 45 1433 483 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 89 496 83 269 144 3 78 914 26 45 1433 483 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 496 83 269 144 3 78 914 26 45 1433 483 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 89 496 83 269 144 3 78 914 26 45 1433 483 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.92 0.08 1.00 3.00 1.00 Final Sat.: 1600 3200 1600 3200 3200 1600 1600 4667 133 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.16 0.05 0.08 0.05 0.00 0.05 0.20 0.20 0.03 0.30 0.30 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 9. Pacific Coast Hwy & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.073Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 2 0 2 1 0 0 1 1 1 0 0 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 149 1261 11 469 895 15 1 2254 191 0 1794 594 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 149 1261 11 469 895 15 1 2254 191 0 1794 594 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 149 1261 11 469 895 15 1 2254 191 0 1794 594 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 149 1261 11 469 895 15 1 2254 191 0 1794 594 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 149 1261 11 469 895 15 1 2254 191 0 1794 594 OvlAdjVol: 360 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.97 0.03 2.00 2.95 0.05 0.01 2.76 0.23 0.00 2.00 1.00 Final Sat.: 1600 4758 42 3200 4721 79 2 4423 375 0 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.09 0.26 0.27 0.15 0.19 0.19 0.00 0.51 0.51 0.00 0.56 0.37 OvlAdjV/S: 0.22 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 10. W Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.909Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 105 Level Of Service: E********************************************************************************Street Name: W Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 35 0 44 237 2756 0 0 2500 540 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 35 0 44 237 2756 0 0 2500 540 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 35 0 44 237 2756 0 0 2500 540 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 35 0 44 237 2756 0 0 2500 540 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 35 0 44 237 2756 0 0 2500 540 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 2.47 0.53 Final Sat.: 0 0 0 1600 0 1600 1600 4800 0 0 3947 853 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.03 0.15 0.57 0.00 0.00 0.63 0.63 Crit Moves: **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #11 11. Palo Verde Av & Parking Structure ********************************************************************************Average Delay (sec/veh): 1.0 Worst Case Level Of Service: B[ 14.6]********************************************************************************Street Name: Palo Verde Av Parking Structure Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 113 556 0 0 648 189 6 0 17 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 556 0 0 648 189 6 0 17 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 113 556 0 0 648 189 6 0 17 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 113 556 0 0 648 189 6 0 17 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: 837 xxxx xxxxx xxxx xxxx xxxxx 1152 xxxx 324 xxxx xxxx xxxxx Potent Cap.: 806 xxxx xxxxx xxxx xxxx xxxxx 194 xxxx 678 xxxx xxxx xxxxx Move Cap.: 806 xxxx xxxxx xxxx xxxx xxxxx 173 xxxx 678 xxxx xxxx xxxxx Volume/Cap: 0.14 xxxx xxxx xxxx xxxx xxxx 0.03 xxxx 0.03 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: 0.5 xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx 0.1 xxxx xxxx xxxxx Control Del: 10.2 xxxx xxxxx xxxxx xxxx xxxxx 26.5 xxxx 10.4 xxxxx xxxx xxxxx LOS by Move: B * * * * * D * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 14.6 xxxxxxApproachLOS: * * B * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 12. Palo Verde Av & Rendina St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.456Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 31 Level Of Service: A********************************************************************************Street Name: Palo Verde Av Rendina St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 90 473 2 37 825 356 35 1 11 3 0 46 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 90 473 2 37 825 356 35 1 11 3 0 46 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 90 473 2 37 825 356 35 1 11 3 0 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 90 473 2 37 825 356 35 1 11 3 0 46 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 90 473 2 37 825 356 35 1 11 3 0 46 OvlAdjVol: 339 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.99 0.01 1.00 2.00 1.00 2.00 0.08 0.92 0.06 0.00 0.94 Final Sat.: 1600 3187 13 1600 3200 1600 3200 133 1467 98 0 1502 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.06 0.15 0.15 0.02 0.26 0.22 0.01 0.01 0.01 0.03 0.00 0.03 OvlAdjV/S: 0.21 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 13. Palo Verde Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.843Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 78 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 288 349 39 109 872 685 197 263 282 124 432 115 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 288 349 39 109 872 685 197 263 282 124 432 115 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 288 349 39 109 872 685 197 263 282 124 432 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 288 349 39 109 872 685 197 263 282 124 432 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 288 349 39 109 872 685 197 263 282 124 432 115 OvlAdjVol: 403 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.28 1.72 1.00 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 2056 2744 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.18 0.11 0.02 0.07 0.27 0.43 0.10 0.10 0.18 0.08 0.14 0.07 OvlAdjV/S: 0.25 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:26 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 14. Palo Verde Av & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.872Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 88 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 131 396 171 245 1554 194 144 364 152 62 281 85 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 396 171 245 1554 194 144 364 152 62 281 85 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 131 396 171 245 1554 194 144 364 152 62 281 85 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 396 171 245 1554 194 144 364 152 62 281 85 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 131 396 171 245 1554 194 144 364 152 62 281 85 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.54 0.46 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 3200 1600 1600 2457 743 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.12 0.11 0.15 0.49 0.12 0.09 0.11 0.10 0.04 0.11 0.11 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 15. Palo Verde Av & Woodruff Av ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.880Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 91 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Woodruff Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 625 0 0 1371 0 292 0 749 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 625 0 0 1371 0 292 0 749 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.75 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 625 0 0 1371 0 292 0 562 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 625 0 0 1371 0 292 0 562 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 625 0 0 1371 0 292 0 562 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 0.00 0.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3200 0 0 3200 0 1600 0 1600 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.20 0.00 0.00 0.43 0.00 0.18 0.00 0.35 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 16. Palo Verde Av & I-405 NB off-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.710Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 51 Level Of Service: C********************************************************************************Street Name: Palo Verde Av I-405 NB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 129 600 227 0 947 10 0 0 0 368 42 144 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 129 600 227 0 947 10 0 0 0 368 42 144 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 129 600 227 0 947 10 0 0 0 368 42 144 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 600 227 0 947 10 0 0 0 368 42 144 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 129 600 227 0 947 10 0 0 0 368 42 144 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 0.00 1.98 0.02 0.00 0.00 0.00 1.00 0.23 0.77 Final Sat.: 1600 3200 1600 0 3167 33 0 0 0 1600 361 1239 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.08 0.19 0.14 0.00 0.30 0.30 0.00 0.00 0.00 0.23 0.12 0.12 Crit Moves: **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 17. Merriam Wy/Fanwood Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.858Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 83 Level Of Service: D********************************************************************************Street Name: Merriam Wy/Fanwood Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1! 0 1 0 0 1! 0 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 37 2 75 29 60 95 1 670 493 994 695 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 37 2 75 29 60 95 1 670 493 994 695 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 37 2 75 29 60 95 1 670 493 994 695 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 37 2 75 29 60 95 1 670 493 994 695 2 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 37 2 75 29 60 95 1 670 493 994 695 2 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.05 1.95 0.16 0.32 0.52 1.00 2.00 1.00 2.00 1.99 0.01 Final Sat.: 1600 83 3117 252 522 826 1600 3200 1600 3200 3191 9 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.02 0.02 0.12 0.12 0.11 0.00 0.21 0.31 0.31 0.22 0.22 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #18 18. Earl Warren Dr & Atherton St ********************************************************************************Average Delay (sec/veh): 1.3 Worst Case Level Of Service: C[ 17.0]********************************************************************************Street Name: Earl Warren Dr Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 1 0 2 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 57 0 0 0 0 1282 266 135 650 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 57 0 0 0 0 1282 266 135 650 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 57 0 0 0 0 1282 266 135 650 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 57 0 0 0 0 1282 266 135 650 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx 641 xxxx xxxx xxxxx xxxx xxxx xxxxx 1548 xxxx xxxxx Potent Cap.: xxxx xxxx 422 xxxx xxxx xxxxx xxxx xxxx xxxxx 434 xxxx xxxxx Move Cap.: xxxx xxxx 422 xxxx xxxx xxxxx xxxx xxxx xxxxx 434 xxxx xxxxx Volume/Cap: xxxx xxxx 0.13 xxxx xxxx xxxx xxxx xxxx xxxx 0.31 xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx 0.5 xxxx xxxx xxxxx xxxx xxxx xxxxx 1.3 xxxx xxxxx Control Del:xxxxx xxxx 14.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 17.0 xxxx xxxxx LOS by Move: * * B * * * * * * C * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 14.9 xxxxxx xxxxxx xxxxxxApproachLOS: B * * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #19 19. Studebaker Rd & SR-22 WB offramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.802Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: D********************************************************************************Street Name: Studebaker Rd SR-22 WB offramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 838 58 104 1357 0 0 0 0 888 0 639 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 838 58 104 1357 0 0 0 0 888 0 639 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 838 58 104 1357 0 0 0 0 888 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 838 58 104 1357 0 0 0 0 888 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 838 58 104 1357 0 0 0 0 888 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.26 0.04 0.07 0.42 0.00 0.00 0.00 0.00 0.28 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 20. Studebaker Rd & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.656Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 45 Level Of Service: B********************************************************************************Street Name: Studebaker Rd Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 247 863 16 13 970 475 126 16 86 26 35 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 247 863 16 13 970 475 126 16 86 26 35 29 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 247 863 16 13 970 475 126 16 86 26 35 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 247 863 16 13 970 475 126 16 86 26 35 29 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 247 863 16 13 970 475 126 16 86 26 35 29 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.96 0.04 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.09 0.91 Final Sat.: 1600 3142 58 1600 3200 1600 1600 1600 1600 1600 1750 1450 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.27 0.27 0.01 0.30 0.30 0.08 0.01 0.05 0.02 0.02 0.02 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 23-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #21 21. Studebaker Rd & I-405 SB off-ramp ********************************************************************************Average Delay (sec/veh): 9.4 Worst Case Level Of Service: F[ 59.2]********************************************************************************Street Name: Studebaker Rd I-405 SB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 2 0 0 2 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1045 0 0 1146 0 87 0 326 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1045 0 0 1146 0 87 0 326 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1045 0 0 1146 0 87 0 326 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1045 0 0 1146 0 87 0 326 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1669 xxxx 573 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 89 xxxx 468 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 89 xxxx 468 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.98 xxxx 0.70 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 4.0 xxxx 5.3 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 174.1 xxxx 28.6 xxxxx xxxx xxxxx LOS by Move: * * * * * * F * D * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 59.2 xxxxxxApproachLOS: * * F * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 24-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #22 22. Studebaker Rd & I-405 NB on-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.623Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 42 Level Of Service: B********************************************************************************Street Name: Studebaker Rd I-405 NB on-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 260 868 0 0 1155 101 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 260 868 0 0 1155 101 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 260 868 0 0 1155 101 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 260 868 0 0 1155 101 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 260 868 0 0 1155 101 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.16 0.27 0.00 0.00 0.36 0.06 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 25-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #23 23. Studebaker Rd & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.892Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 96 Level Of Service: D********************************************************************************Street Name: Studebaker Rd Anaheim Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 508 940 15 53 1171 110 39 15 194 69 23 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 508 940 15 53 1171 110 39 15 194 69 23 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 508 940 15 53 1171 110 39 15 194 69 23 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 508 940 15 53 1171 110 39 15 194 69 23 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 508 940 15 53 1171 110 39 15 194 69 23 34 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.97 0.03 1.00 2.00 1.00 1.00 0.14 1.86 0.55 0.18 0.27 Final Sat.: 1600 3150 50 1600 3200 1600 1600 230 2970 876 292 432 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.32 0.30 0.30 0.03 0.37 0.07 0.02 0.07 0.07 0.04 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 26-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #24 24. Earl Warren Dr & Beach Dr ********************************************************************************Average Delay (sec/veh): 3.6 Worst Case Level Of Service: C[ 18.5]********************************************************************************Street Name: Earl Warren Dr Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 16 0 29 387 534 0 0 109 82 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 16 0 29 387 534 0 0 109 82 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 16 0 29 387 534 0 0 109 82 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 16 0 29 387 534 0 0 109 82 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 1191 xxxx 96 191 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 183 xxxx 949 1395 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 133 xxxx 949 1395 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.12 xxxx 0.03 0.28 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.4 xxxx 0.1 1.1 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 35.8 xxxx 8.9 8.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * E * A A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1.1 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.6 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * A * * * * * ApproachDel: xxxxxx 18.5 xxxxxx xxxxxxApproachLOS: * C * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 27-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #25 25. Merriam Wy/Fanwood Av & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.438Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 10.9Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Merriam Wy/Fanwood Av Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 13 15 1 92 2 16 209 247 9 17 150 327 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 13 15 1 92 2 16 209 247 9 17 150 327 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 13 15 1 92 2 16 209 247 9 17 150 327 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 15 1 92 2 16 209 247 9 17 150 327 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 13 15 1 92 2 16 209 247 9 17 150 327 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.45 0.52 0.03 0.84 0.02 0.14 0.90 1.06 0.04 0.07 0.93 1.00 Final Sat.: 238 275 18 470 10 82 544 693 25 44 602 747 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.05 0.05 0.05 0.20 0.20 0.20 0.38 0.36 0.35 0.38 0.25 0.44 Crit Moves: **** **** **** ****Delay/Veh: 9.5 9.5 9.5 10.3 10.3 10.3 12.0 11.0 10.9 10.0 10.0 10.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.5 9.5 9.5 10.3 10.3 10.3 12.0 11.0 10.9 10.0 10.0 10.9 LOS by Move: A A A B B B B B B A A B ApproachDel: 9.5 10.3 11.5 10.6Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 9.5 10.3 11.5 10.6LOS by Appr: A B B B AllWayAvgQ: 0.0 0.0 0.0 0.2 0.2 0.2 0.6 0.5 0.5 0.3 0.7 0.7 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 28-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #26 26. E Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.873Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 88 Level Of Service: D********************************************************************************Street Name: E Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 0 0 1 0 1 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 69 25 24 23 13 22 76 2596 64 71 2898 159 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 69 25 24 23 13 22 76 2596 64 71 2898 159 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 69 25 24 23 13 22 76 2596 64 71 2898 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 69 25 24 23 13 22 76 2596 64 71 2898 159 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 69 25 24 23 13 22 76 2596 64 71 2898 159 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.59 0.21 0.20 1.00 0.37 0.63 1.00 3.00 1.00 1.00 2.84 0.16 Final Sat.: 936 339 325 1600 594 1006 1600 4800 1600 1600 4550 250 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.07 0.07 0.01 0.02 0.02 0.05 0.54 0.04 0.04 0.64 0.64 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:27 Page 29-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #27 27. Bellflower Bl & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.877Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 90 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 0 0 2 1 0 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 29 1550 397 0 1130 486 302 1008 1024 218 863 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 1550 397 0 1130 486 302 1008 1024 218 863 3 User Adj: 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 29 1550 318 0 1130 486 302 1008 819 218 863 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 1550 318 0 1130 486 302 1008 819 218 863 3 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 29 1550 318 0 1130 486 302 1008 819 218 863 3 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 0.00 2.10 0.90 1.00 2.21 1.79 1.00 2.99 0.01 Final Sat.: 1600 4800 1600 0 3356 1444 1600 3531 2869 1600 4783 17 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.32 0.20 0.00 0.34 0.34 0.19 0.29 0.29 0.14 0.18 0.18 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:28 Page 30-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #28 28. Pacific Coast Hwy & 2nd St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.051Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 2nd St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 1 0 2 1 0 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 471 1345 391 325 1091 221 296 1431 438 282 977 204 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 471 1345 391 325 1091 221 296 1431 438 282 977 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 471 1345 391 325 1091 221 296 1431 438 282 977 204 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 471 1345 391 325 1091 221 296 1431 438 282 977 204 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 471 1345 391 325 1091 221 296 1431 438 282 977 204 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.32 0.68 1.00 2.49 0.51 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3200 3719 1081 1600 3991 809 3200 4800 1600 3200 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.36 0.36 0.20 0.27 0.27 0.09 0.30 0.27 0.09 0.20 0.13 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Fri Nov 2, 2007 11:18:28 Page 31-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #29 29. Studebaler Rd & SR-22 EB onramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.785Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: C********************************************************************************Street Name: Studebaler Rd SR-22 EB onramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 776 1202 298 1953 0 0 0 0 17 0 120 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 776 1202 298 1953 0 0 0 0 17 0 120 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 776 0 298 1953 0 0 0 0 17 0 120 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 776 0 298 1953 0 0 0 0 17 0 120 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 776 0 298 1953 0 0 0 0 17 0 120 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.24 0.00 0.19 0.61 0.00 0.00 0.00 0.00 0.01 0.00 0.08 Crit Moves: **** ************************************************************************************
CP_PM Fri Nov 2, 2007 11:18:38 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #1 1. Palo Verde Ave & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.791Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 23.5Optimal Cycle: 0 Level Of Service: C********************************************************************************Street Name: Palo Verde Avenue Anaheim Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 1 1 0 1 0 0 1! 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 5 76 32 596 102 250 238 112 11 43 87 362 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 76 32 596 102 250 238 112 11 43 87 362 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 76 32 596 102 250 238 112 11 43 87 362 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 76 32 596 102 250 238 112 11 43 87 362 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 5 76 32 596 102 250 238 112 11 43 87 362 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.04 0.68 0.28 2.00 1.00 1.00 0.66 0.31 0.03 0.33 0.67 1.00 Final Sat.: 17 261 110 901 478 529 301 142 14 144 291 488 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.29 0.29 0.29 0.66 0.21 0.47 0.79 0.79 0.79 0.30 0.30 0.74 Crit Moves: **** **** **** ****Delay/Veh: 14.6 14.6 14.6 24.5 12.1 15.2 33.5 33.5 33.5 14.2 14.2 27.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.6 14.6 14.6 24.5 12.1 15.2 33.5 33.5 33.5 14.2 14.2 27.1 LOS by Move: B B B C B C D D D B B D ApproachDel: 14.6 20.7 33.5 23.7Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 14.6 20.7 33.5 23.7LOS by Appr: B C D C AllWayAvgQ: 0.3 0.3 0.3 1.7 0.3 0.8 2.9 2.9 2.9 0.4 0.4 2.3 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:38 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #2 2. I-405 SB off-ramp & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.717Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 52 Level Of Service: C********************************************************************************Street Name: I-405 SB off-ramp Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 0 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 919 0 113 0 1413 0 0 972 194 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 919 0 113 0 1413 0 0 972 194 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 919 0 113 0 1413 0 0 972 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 919 0 113 0 1413 0 0 972 194 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 919 0 113 0 1413 0 0 972 194 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.78 0.00 0.22 0.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 2850 0 350 0 4800 0 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.32 0.00 0.29 0.00 0.00 0.20 0.12 Crit Moves: **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:38 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #3 3. Bellflower Bl & I-405 NB ramps ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.632Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 43 Level Of Service: B********************************************************************************Street Name: Bellflower Bl I-405 NB ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 1 0 0 2 1 0 0 0 1! 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 30 1466 709 0 1795 4 11 0 21 313 6 251 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 1466 709 0 1795 4 11 0 21 313 6 251 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 1466 709 0 1795 4 11 0 21 313 6 251 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 1466 709 0 1795 4 11 0 21 313 6 251 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 1466 709 0 1795 4 11 0 21 313 6 251 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.70 1.30 0.00 2.99 0.01 0.34 0.00 0.66 1.65 0.03 1.32 Final Sat.: 1600 4314 2086 0 4789 11 550 0 1050 2636 51 2114 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.34 0.34 0.00 0.37 0.37 0.02 0.00 0.02 0.12 0.12 0.12 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:38 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 4. Bellflower Bl & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.912Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 106 Level Of Service: E********************************************************************************Street Name: Bellflower Bl Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 107 1644 160 294 1607 150 251 473 75 332 449 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 1644 160 294 1607 150 251 473 75 332 449 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 107 1644 160 294 1607 150 251 473 75 332 449 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 107 1644 160 294 1607 150 251 473 75 332 449 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 107 1644 160 294 1607 150 251 473 75 332 449 96 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.74 0.26 1.00 1.73 0.27 1.00 1.65 0.35 Final Sat.: 1600 4800 1600 3200 4390 410 1600 2762 438 1600 2636 564 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.07 0.34 0.10 0.09 0.37 0.37 0.16 0.17 0.17 0.21 0.17 0.17 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:38 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #5 5. Bellflower Bl & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.886Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 93 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 171 1339 289 341 1260 229 168 523 113 304 589 422 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 171 1339 289 341 1260 229 168 523 113 304 589 422 User Adj: 1.00 1.00 0.50 1.00 1.00 1.00 1.00 1.00 1.00 0.50 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 1339 145 341 1260 229 168 523 113 152 589 422 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 1339 145 341 1260 229 168 523 113 152 589 422 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 171 1339 145 341 1260 229 168 523 113 152 589 422 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.54 0.46 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 4800 1600 3200 4062 738 1600 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.28 0.09 0.11 0.31 0.31 0.11 0.16 0.07 0.10 0.18 0.26 Crit Moves: **** **** **** ************************************************************************************
CP_PM Fri Nov 2, 2007 11:18:38 Page 8-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #6 6. Bellflower Bl & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.659Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 45 Level Of Service: B********************************************************************************Street Name: Bellflower Bl Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Protected Rights: Ovl Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1361 231 214 1429 0 0 0 0 432 0 334 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1361 231 214 1429 0 0 0 0 432 0 334 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1361 231 214 1429 0 0 0 0 432 0 334 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1361 231 214 1429 0 0 0 0 432 0 334 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1361 231 214 1429 0 0 0 0 432 0 334 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 4800 1600 3200 4800 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.28 0.14 0.07 0.30 0.00 0.00 0.00 0.00 0.14 0.00 0.21 Crit Moves: **** **** ************************************************************************************
CP_PM Fri Nov 2, 2007 11:18:38 Page 9-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.099Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 735 114 659 1053 449 313 2220 18 74 1924 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 735 114 659 1053 449 313 2220 18 74 1924 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 735 114 659 1053 449 313 2220 18 74 1924 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 735 114 659 1053 449 313 2220 18 74 1924 209 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 735 114 659 1053 449 313 2220 18 74 1924 209 OvlAdjVol: 136 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 1.00 2.98 0.02 1.00 2.71 0.29 Final Sat.: 0 4800 1600 3200 3200 1600 1600 4761 39 1600 4330 470 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.15 0.07 0.21 0.33 0.28 0.20 0.47 0.47 0.05 0.44 0.44 OvlAdjV/S: 0.09 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:38 Page 10-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #8 8. Bellflower Bl & Pacific Coast Hwy ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.811Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 69 Level Of Service: D********************************************************************************Street Name: Bellflower Bl Pacific Coast Hwy Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 1 2 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 58 337 79 650 376 19 72 1390 62 160 1284 498 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 337 79 650 376 19 72 1390 62 160 1284 498 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 58 337 79 650 376 19 72 1390 62 160 1284 498 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 337 79 650 376 19 72 1390 62 160 1284 498 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 58 337 79 650 376 19 72 1390 62 160 1284 498 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.87 0.13 1.00 3.00 1.00 Final Sat.: 1600 3200 1600 3200 3200 1600 1600 4595 205 1600 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.04 0.11 0.05 0.20 0.12 0.01 0.05 0.30 0.30 0.10 0.27 0.31 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:38 Page 11-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #9 9. Pacific Coast Hwy & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.108Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 1 0 2 0 2 1 0 0 0 2 1 0 0 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 241 1105 17 655 1438 29 0 1980 201 0 1767 557 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 241 1105 17 655 1438 29 0 1980 201 0 1767 557 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 241 1105 17 655 1438 29 0 1980 201 0 1767 557 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 241 1105 17 655 1438 29 0 1980 201 0 1767 557 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 241 1105 17 655 1438 29 0 1980 201 0 1767 557 OvlAdjVol: 230 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.95 0.05 2.00 2.94 0.06 0.00 2.72 0.28 0.00 2.00 1.00 Final Sat.: 1600 4727 73 3200 4705 95 0 4358 442 0 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.15 0.23 0.23 0.20 0.31 0.31 0.00 0.45 0.45 0.00 0.55 0.35 OvlAdjV/S: 0.14 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 12-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 10. W Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.903Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: E********************************************************************************Street Name: W Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 337 0 145 149 3130 0 0 2102 206 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 337 0 145 149 3130 0 0 2102 206 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 337 0 145 149 3130 0 0 2102 206 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 337 0 145 149 3130 0 0 2102 206 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 337 0 145 149 3130 0 0 2102 206 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.40 0.00 0.60 1.00 3.00 0.00 0.00 2.73 0.27 Final Sat.: 0 0 0 2237 0 963 1600 4800 0 0 4372 428 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.15 0.00 0.15 0.09 0.65 0.00 0.00 0.48 0.48 Crit Moves: **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 13-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #11 11. Palo Verde Av & Parking Structure ********************************************************************************Average Delay (sec/veh): 1.6 Worst Case Level Of Service: C[ 23.0]********************************************************************************Street Name: Palo Verde Av Parking Structure Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 53 658 0 0 802 92 46 0 51 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 53 658 0 0 802 92 46 0 51 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 53 658 0 0 802 92 46 0 51 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 53 658 0 0 802 92 46 0 51 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: 894 xxxx xxxxx xxxx xxxx xxxxx 1237 xxxx 401 xxxx xxxx xxxxx Potent Cap.: 767 xxxx xxxxx xxxx xxxx xxxxx 171 xxxx 604 xxxx xxxx xxxxx Move Cap.: 767 xxxx xxxxx xxxx xxxx xxxxx 162 xxxx 604 xxxx xxxx xxxxx Volume/Cap: 0.07 xxxx xxxx xxxx xxxx xxxx 0.28 xxxx 0.08 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: 0.2 xxxx xxxxx xxxx xxxx xxxxx 1.1 xxxx 0.3 xxxx xxxx xxxxx Control Del: 10.0 xxxx xxxxx xxxxx xxxx xxxxx 35.8 xxxx 11.5 xxxxx xxxx xxxxx LOS by Move: B * * * * * E * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 23.0 xxxxxxApproachLOS: * * C * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 14-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #12 12. Palo Verde Av & Rendina St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.551Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 36 Level Of Service: A********************************************************************************Street Name: Palo Verde Av Rendina St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 1 0 1 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 53 645 5 82 738 169 494 1 154 9 0 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 53 645 5 82 738 169 494 1 154 9 0 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 53 645 5 82 738 169 494 1 154 9 0 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 53 645 5 82 738 169 494 1 154 9 0 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 53 645 5 82 738 169 494 1 154 9 0 43 OvlAdjVol: 0 101 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.98 0.02 1.00 2.00 1.00 2.00 0.01 0.99 0.17 0.00 0.83 Final Sat.: 1600 3175 25 1600 3200 1600 3200 10 1590 277 0 1323 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.03 0.20 0.20 0.05 0.23 0.11 0.15 0.10 0.10 0.03 0.00 0.03 OvlAdjV/S: 0.00 0.06 Crit Moves: **** **** **** ************************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 15-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 13. Palo Verde Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.904Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 102 Level Of Service: E********************************************************************************Street Name: Palo Verde Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 1 1 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 386 724 82 337 589 440 764 494 219 59 337 102 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 386 724 82 337 589 440 764 494 219 59 337 102 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 386 724 82 337 589 440 764 494 219 59 337 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 386 724 82 337 589 440 764 494 219 59 337 102 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 386 724 82 337 589 440 764 494 219 59 337 102 OvlAdjVol: 21 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.82 1.18 1.00 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 2915 1885 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.24 0.23 0.05 0.21 0.18 0.28 0.26 0.26 0.14 0.04 0.11 0.06 OvlAdjV/S: 0.01 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 16-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #14 14. Palo Verde Av & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.849Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 80 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Prot+Permit Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 175 761 495 382 1087 334 178 365 119 96 198 88 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 175 761 495 382 1087 334 178 365 119 96 198 88 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 175 761 495 382 1087 334 178 365 119 96 198 88 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 175 761 495 382 1087 334 178 365 119 96 198 88 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 175 761 495 382 1087 334 178 365 119 96 198 88 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.38 0.62 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 3200 1600 1600 2215 985 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.24 0.31 0.24 0.34 0.21 0.11 0.11 0.07 0.06 0.09 0.09 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 17-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #15 15. Palo Verde Av & Woodruff Av ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.847Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 79 Level Of Service: D********************************************************************************Street Name: Palo Verde Av Woodruff Av Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 0 0 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1108 0 0 1214 0 314 0 588 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1108 0 0 1214 0 314 0 588 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1108 0 0 1214 0 314 0 588 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1108 0 0 1214 0 314 0 588 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1108 0 0 1214 0 314 0 588 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 0.00 0.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3200 0 0 3200 0 1600 0 1600 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.35 0.00 0.00 0.38 0.00 0.20 0.00 0.37 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 18-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #16 16. Palo Verde Av & I-405 NB off-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.719Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 53 Level Of Service: C********************************************************************************Street Name: Palo Verde Av I-405 NB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 200 833 423 0 749 13 0 0 0 410 9 210 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 200 833 423 0 749 13 0 0 0 410 9 210 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 200 833 423 0 749 13 0 0 0 410 9 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 200 833 423 0 749 13 0 0 0 410 9 210 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 200 833 423 0 749 13 0 0 0 410 9 210 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 0.00 1.97 0.03 0.00 0.00 0.00 1.00 0.04 0.96 Final Sat.: 1600 3200 1600 0 3145 55 0 0 0 1600 66 1534 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.13 0.26 0.26 0.00 0.24 0.24 0.00 0.00 0.00 0.26 0.14 0.14 Crit Moves: **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 19-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #17 17. Merriam Wy/Fanwood Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.875Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 89 Level Of Service: D********************************************************************************Street Name: Merriam Wy/Fanwood Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1! 0 1 0 0 1! 0 0 1 0 2 0 1 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 752 18 878 16 10 28 16 945 215 328 796 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 752 18 878 16 10 28 16 945 215 328 796 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 752 18 878 16 10 28 16 945 215 328 796 16 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 752 18 878 16 10 28 16 945 215 328 796 16 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 752 18 878 16 10 28 16 945 215 328 796 16 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.37 0.03 1.60 0.30 0.18 0.52 1.00 2.00 1.00 2.00 1.96 0.04 Final Sat.: 2190 52 2557 474 296 830 1600 3200 1600 3200 3137 63 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.34 0.34 0.34 0.03 0.03 0.03 0.01 0.30 0.13 0.10 0.25 0.25 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 20-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #18 18. Earl Warren Dr & Atherton St ********************************************************************************Average Delay (sec/veh): 1.3 Worst Case Level Of Service: B[ 14.0]********************************************************************************Street Name: Earl Warren Dr Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 1 0 2 0 1 1 0 2 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 174 0 0 0 0 875 138 102 1398 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 174 0 0 0 0 875 138 102 1398 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 174 0 0 0 0 875 138 102 1398 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 174 0 0 0 0 875 138 102 1398 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx 438 xxxx xxxx xxxxx xxxx xxxx xxxxx 1013 xxxx xxxxx Potent Cap.: xxxx xxxx 573 xxxx xxxx xxxxx xxxx xxxx xxxxx 692 xxxx xxxxx Move Cap.: xxxx xxxx 573 xxxx xxxx xxxxx xxxx xxxx xxxxx 692 xxxx xxxxx Volume/Cap: xxxx xxxx 0.30 xxxx xxxx xxxx xxxx xxxx xxxx 0.15 xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx 1.3 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.5 xxxx xxxxx Control Del:xxxxx xxxx 14.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 11.1 xxxx xxxxx LOS by Move: * * B * * * * * * B * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: 14.0 xxxxxx xxxxxx xxxxxxApproachLOS: B * * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 21-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #19 19. Studebaker Rd & SR-22 WB offramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.938Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 123 Level Of Service: E********************************************************************************Street Name: Studebaker Rd SR-22 WB offramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1097 94 121 1313 0 0 0 0 1341 0 425 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1097 94 121 1313 0 0 0 0 1341 0 425 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 0 1097 94 121 1313 0 0 0 0 1341 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1097 94 121 1313 0 0 0 0 1341 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 FinalVolume: 0 1097 94 121 1313 0 0 0 0 1341 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.34 0.06 0.08 0.41 0.00 0.00 0.00 0.00 0.42 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 22-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #20 20. Studebaker Rd & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.732Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 54 Level Of Service: C********************************************************************************Street Name: Studebaker Rd Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 174 1045 26 20 997 214 320 43 245 15 18 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 174 1045 26 20 997 214 320 43 245 15 18 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 174 1045 26 20 997 214 320 43 245 15 18 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 174 1045 26 20 997 214 320 43 245 15 18 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 174 1045 26 20 997 214 320 43 245 15 18 20 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1600 3122 78 1600 3200 1600 1600 1600 1600 1600 1600 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.33 0.33 0.01 0.31 0.13 0.20 0.03 0.15 0.01 0.01 0.01 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 23-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #21 21. Studebaker Rd & I-405 SB off-ramp ********************************************************************************Average Delay (sec/veh): 5.2 Worst Case Level Of Service: E[ 44.1]********************************************************************************Street Name: Studebaker Rd I-405 SB off-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 0 0 0 0 2 0 0 2 0 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1354 0 0 995 0 72 0 241 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1354 0 0 995 0 72 0 241 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1354 0 0 995 0 72 0 241 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 1354 0 0 995 0 72 0 241 0 0 0 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.8 xxxx 6.9 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 1672 xxxx 498 xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 88 xxxx 524 xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 88 xxxx 524 xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx xxxx xxxx xxxx 0.81 xxxx 0.46 xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx 3.2 xxxx 2.4 xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 132.9 xxxx 17.6 xxxxx xxxx xxxxx LOS by Move: * * * * * * F * C * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx 44.1 xxxxxxApproachLOS: * * E * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:39 Page 24-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #22 22. Studebaker Rd & I-405 NB on-ramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.550Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 36 Level Of Service: A********************************************************************************Street Name: Studebaker Rd I-405 NB on-ramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 221 1202 0 0 999 82 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 221 1202 0 0 999 82 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 1202 0 0 999 82 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 221 1202 0 0 999 82 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 221 1202 0 0 999 82 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 1600 3200 0 0 3200 1600 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.14 0.38 0.00 0.00 0.31 0.05 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:40 Page 25-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #23 23. Studebaker Rd & Anaheim Rd ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.819Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 71 Level Of Service: D********************************************************************************Street Name: Studebaker Rd Anaheim Rd Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 323 1192 29 71 980 45 60 49 508 59 29 42 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 323 1192 29 71 980 45 60 49 508 59 29 42 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 323 1192 29 71 980 45 60 49 508 59 29 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 323 1192 29 71 980 45 60 49 508 59 29 42 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 323 1192 29 71 980 45 60 49 508 59 29 42 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.95 0.05 1.00 2.00 1.00 1.00 0.18 1.82 0.46 0.22 0.32 Final Sat.: 1600 3124 76 1600 3200 1600 1600 282 2918 726 357 517 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.20 0.38 0.38 0.04 0.31 0.03 0.04 0.17 0.17 0.04 0.08 0.08 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:40 Page 26-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ********************************************************************************Intersection #24 24. Earl Warren Dr & Beach Dr ********************************************************************************Average Delay (sec/veh): 4.6 Worst Case Level Of Service: B[ 14.3]********************************************************************************Street Name: Earl Warren Dr Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Uncontrolled UncontrolledRights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 0 0 45 0 301 125 313 0 0 465 59 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 45 0 301 125 313 0 0 465 59 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 45 0 301 125 313 0 0 465 59 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume: 0 0 0 45 0 301 125 313 0 0 465 59 ------------|---------------||---------------||---------------||---------------|Critical Gap Module:Critical Gp:xxxxx xxxx xxxxx 6.8 xxxx 6.9 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------|---------------||---------------||---------------||---------------|Capacity Module:Cnflict Vol: xxxx xxxx xxxxx 901 xxxx 262 524 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 282 xxxx 743 1053 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 254 xxxx 743 1053 xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: xxxx xxxx xxxx 0.18 xxxx 0.41 0.12 xxxx xxxx xxxx xxxx xxxx ------------|---------------||---------------||---------------||---------------|Level Of Service Module:2Way95thQ: xxxx xxxx xxxxx 0.6 xxxx 2.0 0.4 xxxx xxxxx xxxx xxxx xxxxx Control Del:xxxxx xxxx xxxxx 22.2 xxxx 13.1 8.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * C * B A * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0.4 xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.9 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * A * * * * * ApproachDel: xxxxxx 14.3 xxxxxx xxxxxxApproachLOS: * B * * ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:40 Page 27-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ********************************************************************************Intersection #25 25. Merriam Wy/Fanwood Av & Beach Dr ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.666Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 14.8Optimal Cycle: 0 Level Of Service: B********************************************************************************Street Name: Merriam Wy/Fanwood Av Beach Dr Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 46 18 22 229 11 152 120 181 1 31 289 180 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 46 18 22 229 11 152 120 181 1 31 289 180 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 46 18 22 229 11 152 120 181 1 31 289 180 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 18 22 229 11 152 120 181 1 31 289 180 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 46 18 22 229 11 152 120 181 1 31 289 180 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.53 0.21 0.26 0.58 0.03 0.39 0.79 1.20 0.01 0.12 1.16 0.72 Final Sat.: 257 101 123 344 17 228 386 611 3 67 635 422 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.18 0.18 0.18 0.67 0.67 0.67 0.31 0.30 0.29 0.47 0.46 0.43 Crit Moves: **** **** **** **** Delay/Veh: 11.0 11.0 11.0 19.1 19.1 19.1 12.7 12.1 11.9 14.4 14.0 12.7 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.0 11.0 11.0 19.1 19.1 19.1 12.7 12.1 11.9 14.4 14.0 12.7 LOS by Move: B B B C C C B B B B B B ApproachDel: 11.0 19.1 12.3 13.6Delay Adj: 1.00 1.00 1.00 1.00ApprAdjDel: 11.0 19.1 12.3 13.6LOS by Appr: B C B B AllWayAvgQ: 0.2 0.2 0.2 1.7 1.7 1.7 0.4 0.4 0.4 0.8 0.7 0.7 ********************************************************************************Note: Queue reported is the number of cars per lane.********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:40 Page 28-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #26 26. E Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.944Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 128 Level Of Service: E********************************************************************************Street Name: E Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 0 0 1 0 1 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 26 20 19 111 32 59 68 3303 36 73 2256 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 20 19 111 32 59 68 3303 36 73 2256 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 26 20 19 111 32 59 68 3303 36 73 2256 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 20 19 111 32 59 68 3303 36 73 2256 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 26 20 19 111 32 59 68 3303 36 73 2256 99 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.40 0.31 0.29 1.00 0.35 0.65 1.00 3.00 1.00 1.00 2.87 0.13 Final Sat.: 640 492 468 1600 563 1037 1600 4800 1600 1600 4598 202 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.04 0.04 0.07 0.06 0.06 0.04 0.69 0.02 0.05 0.49 0.49 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:40 Page 29-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #27 27. Bellflower Bl & Los Coyotes Diagonal ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.967Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 151 Level Of Service: E********************************************************************************Street Name: Bellflower Bl Los Coyotes Diagonal Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 0 0 2 1 0 1 0 2 1 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 36 1735 719 0 1400 527 397 1240 652 269 625 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 1735 719 0 1400 527 397 1240 652 269 625 4 User Adj: 1.00 1.00 0.80 1.00 1.00 1.00 1.00 1.00 0.80 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 1735 575 0 1400 527 397 1240 522 269 625 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 1735 575 0 1400 527 397 1240 522 269 625 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 1735 575 0 1400 527 397 1240 522 269 625 4 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 0.00 2.18 0.82 1.00 2.82 1.18 1.00 2.98 0.02 Final Sat.: 1600 4800 1600 0 3487 1313 1600 4505 1895 1600 4769 31 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.36 0.36 0.00 0.40 0.40 0.25 0.28 0.28 0.17 0.13 0.13 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:40 Page 30-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #28 28. Pacific Coast Hwy & 2nd St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 1.203Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: F********************************************************************************Street Name: Pacific Coast Hwy 2nd St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 0 1 0 2 1 0 2 0 2 1 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 359 1057 318 595 1717 536 483 1493 541 405 1389 459 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 359 1057 318 595 1717 536 483 1493 541 405 1389 459 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 359 1057 318 595 1717 536 483 1493 541 405 1389 459 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 359 1057 318 595 1717 536 483 1493 541 405 1389 459 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 359 1057 318 595 1717 536 483 1493 541 405 1389 459 OvlAdjVol: 0 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.31 0.69 1.00 2.29 0.71 2.00 2.94 1.06 2.00 3.00 1.00 Final Sat.: 3200 3690 1110 1600 3658 1142 3200 4698 1702 3200 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.11 0.29 0.29 0.37 0.47 0.47 0.15 0.32 0.32 0.13 0.29 0.29 OvlAdjV/S: 0.00 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Fri Nov 2, 2007 11:18:40 Page 31-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #29 29. Studebaler Rd & SR-22 EB onramp ********************************************************************************Cycle (sec): 100 Critical Vol./Cap.(X): 0.860Loss Time (sec): 10 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxxOptimal Cycle: 180 Level Of Service: D********************************************************************************Street Name: Studebaler Rd SR-22 EB onramp Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module:Base Vol: 0 1178 959 427 2222 0 0 0 0 43 0 105 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1178 959 427 2222 0 0 0 0 43 0 105 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1178 0 427 2222 0 0 0 0 43 0 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1178 0 427 2222 0 0 0 0 43 0 105 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1178 0 427 2222 0 0 0 0 43 0 105 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat.: 0 3200 1600 1600 3200 0 0 0 0 3200 0 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.37 0.00 0.27 0.69 0.00 0.00 0.00 0.00 0.01 0.00 0.07 Crit Moves: **** ************************************************************************************
CUMULATIVE (YEAR 2020) CONDITIONS WITH MITIGATION
CP_AM Thu Sep 13, 2007 14:51:04 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 0.919 Loss Time (sec): 10 (Y+R = 0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 111 Level Of Service: E ********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 2 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module: Base Vol: 0 830 142 264 372 406 360 2314 5 23 1976 191 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 830 142 264 372 406 360 2314 5 23 1976 191 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 830 142 264 372 406 360 2314 5 23 1976 191 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 830 142 264 372 406 360 2314 5 23 1976 191 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 830 142 264 372 406 360 2314 5 23 1976 191 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 2.00 2.99 0.01 1.00 2.74 0.26 Final Sat.: 0 4800 1600 3200 3200 1600 3200 4790 10 1600 4377 423 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.17 0.09 0.08 0.12 0.25 0.11 0.48 0.48 0.01 0.45 0.45 Crit Moves: **** **** **** **** ********************************************************************************
CP_AM Thu Sep 13, 2007 14:51:04 Page 5-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #10 10. W Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 0.796 Loss Time (sec): 10 (Y+R = 0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 66 Level Of Service: C ********************************************************************************Street Name: W Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 1! 0 0 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module: Base Vol: 0 0 0 35 0 44 237 2756 0 0 2500 540 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 35 0 44 237 2756 0 0 2500 540 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 35 0 44 237 2756 0 0 2500 540 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 35 0 44 237 2756 0 0 2500 540 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 35 0 44 237 2756 0 0 2500 540 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 1600 0 1600 1600 4800 0 0 4800 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.00 0.00 0.02 0.00 0.03 0.15 0.57 0.00 0.00 0.52 0.34 Crit Moves: **** **** **** ********************************************************************************
CP_PM Thu Sep 13, 2007 14:51:13 Page 3-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #4 4. Bellflower Bl & Stearns St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 0.860 Loss Time (sec): 10 (Y+R = 0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 83 Level Of Service: D ********************************************************************************Street Name: Bellflower Bl Stearns St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 2 0 2 1 0 1 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module: Base Vol: 107 1644 160 294 1607 150 251 473 75 332 449 96 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 107 1644 160 294 1607 150 251 473 75 332 449 96 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 107 1644 160 294 1607 150 251 473 75 332 449 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 107 1644 160 294 1607 150 251 473 75 332 449 96 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 107 1644 160 294 1607 150 251 473 75 332 449 96 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 2.00 2.74 0.26 1.00 1.73 0.27 2.00 1.65 0.35 Final Sat.: 1600 4800 1600 3200 4390 410 1600 2762 438 3200 2636 564 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.07 0.34 0.10 0.09 0.37 0.37 0.16 0.17 0.17 0.10 0.17 0.17 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Thu Sep 13, 2007 14:51:13 Page 4-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #7 7. Bellflower Bl & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 1.001 Loss Time (sec): 10 (Y+R = 0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 180 Level Of Service: F ********************************************************************************Street Name: Bellflower Bl 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 1 2 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module: Base Vol: 0 735 114 659 1053 449 313 2220 18 74 1924 209 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 735 114 659 1053 449 313 2220 18 74 1924 209 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 735 114 659 1053 449 313 2220 18 74 1924 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 735 114 659 1053 449 313 2220 18 74 1924 209 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 735 114 659 1053 449 313 2220 18 74 1924 209 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 1.00 2.00 2.98 0.02 1.00 2.71 0.29 Final Sat.: 0 4800 1600 3200 3200 1600 3200 4761 39 1600 4330 470 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.00 0.15 0.07 0.21 0.33 0.28 0.10 0.47 0.47 0.05 0.44 0.44 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Thu Sep 13, 2007 14:51:13 Page 6-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #13 13. Palo Verde Av & Atherton St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 0.896 Loss Time (sec): 10 (Y+R = 0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 98 Level Of Service: D ********************************************************************************Street Name: Palo Verde Av Atherton St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Prot+Permit Permitted Split Phase Split Phase Rights: Include Ovl Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 2 0 1 1 0 2 0 1 ------------|---------------||---------------||---------------||---------------|Volume Module: Base Vol: 386 724 82 337 589 440 764 494 219 59 337 102 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 386 724 82 337 589 440 764 494 219 59 337 102 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 386 724 82 337 589 440 764 494 219 59 337 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 386 724 82 337 589 440 764 494 219 59 337 102 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 386 724 82 337 589 440 764 494 219 59 337 102 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat.: 1600 3200 1600 1600 3200 1600 3200 3200 1600 1600 3200 1600 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.24 0.23 0.05 0.21 0.18 0.28 0.24 0.15 0.14 0.04 0.11 0.06 Crit Moves: **** **** **** **** ********************************************************************************
CP_PM Thu Sep 13, 2007 14:51:13 Page 7-1 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- Level Of Service Computation Report ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ********************************************************************************Intersection #26 26. E Campus Rd & 7th St ********************************************************************************Cycle (sec): 100 Critical Vol./Cap. (X): 0.938 Loss Time (sec): 10 (Y+R = 0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 123 Level Of Service: E ********************************************************************************Street Name: E Campus Rd 7th St Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------|Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 1 0 1! 0 0 1 0 3 0 1 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------|Volume Module: Base Vol: 26 20 19 111 32 59 68 3303 36 73 2256 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 20 19 111 32 59 68 3303 36 73 2256 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 26 20 19 111 32 59 68 3303 36 73 2256 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 20 19 111 32 59 68 3303 36 73 2256 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 26 20 19 111 32 59 68 3303 36 73 2256 99 ------------|---------------||---------------||---------------||---------------|Saturation Flow Module:Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.40 0.31 0.29 1.10 0.32 0.58 1.00 3.00 1.00 1.00 2.87 0.13 Final Sat.: 640 492 468 1758 507 935 1600 4800 1600 1600 4598 202 ------------|---------------||---------------||---------------||---------------|Capacity Analysis Module:Vol/Sat: 0.02 0.04 0.04 0.06 0.06 0.06 0.04 0.69 0.02 0.05 0.49 0.49 Crit Moves: **** **** **** **** ********************************************************************************
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