84
Valencia Road: Mountain Eagle Drive to Mark Road July 2011 Appendix A
Valencia Road: Mountain Eagle Drive to Mark Road July 2011
Appendix A
Pima County Department of TransportationTraffic Engineering Division
Bullfinch Dr/Giuliani Av @ Valencia RdFebruary 3, 2011
File Name : Bullfinch Giuliani @ ValenciaSite Code : 00000000Start Date : 2/8/2011Page No : 1
Groups Printed- UnshiftedBULLFINCH GIULIANI
SBVALENCIA RD
WBBULLFINCH GIULIANI
NBVALENCIA RD
EB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
07:00 AM 2 0 7 9 1 21 0 22 4 0 0 4 0 48 0 48 8307:15 AM 1 0 21 22 1 15 0 16 3 0 0 3 0 42 0 42 8307:30 AM 1 0 11 12 2 24 1 27 0 0 0 0 0 57 0 57 9607:45 AM 0 0 6 6 0 18 1 19 7 0 0 7 0 38 0 38 70
Total 4 0 45 49 4 78 2 84 14 0 0 14 0 185 0 185 332
08:00 AM 1 1 4 6 7 23 1 31 4 1 0 5 1 39 0 40 8208:15 AM 1 0 8 9 3 14 2 19 1 0 0 1 0 26 1 27 5608:30 AM 1 0 8 9 3 22 2 27 0 0 0 0 0 21 0 21 5708:45 AM 1 0 5 6 4 19 1 24 2 1 0 3 1 31 0 32 65
Total 4 1 25 30 17 78 6 101 7 2 0 9 2 117 1 120 260
*** BREAK ***
04:00 PM 0 0 0 0 5 46 0 51 0 0 0 0 0 22 2 24 7504:15 PM 1 0 5 6 12 39 1 52 0 0 0 0 0 25 0 25 8304:30 PM 1 0 3 4 5 42 2 49 0 0 0 0 0 18 2 20 7304:45 PM 0 0 3 3 6 37 2 45 1 0 0 1 0 19 0 19 68
Total 2 0 11 13 28 164 5 197 1 0 0 1 0 84 4 88 299
05:00 PM 0 0 3 3 9 32 3 44 2 0 0 2 1 25 1 27 7605:15 PM 0 0 3 3 2 52 1 55 0 0 0 0 1 22 3 26 8405:30 PM 0 0 2 2 9 31 3 43 2 0 0 2 0 16 1 17 6405:45 PM 0 0 2 2 9 31 2 42 0 0 0 0 0 41 2 43 87
Total 0 0 10 10 29 146 9 184 4 0 0 4 2 104 7 113 311
Grand Total 10 1 91 102 78 466 22 566 26 2 0 28 4 490 12 506 1202Apprch % 9.8 1 89.2 13.8 82.3 3.9 92.9 7.1 0 0.8 96.8 2.4
Total % 0.8 0.1 7.6 8.5 6.5 38.8 1.8 47.1 2.2 0.2 0 2.3 0.3 40.8 1 42.1
Pima County Department of TransportationTraffic Engineering Division
Bullfinch Dr/Giuliani Av @ Valencia RdFebruary 3, 2011
File Name : Bullfinch Giuliani @ ValenciaSite Code : 00000000Start Date : 2/8/2011Page No : 2
BULLFINCH GIULIANI
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
BULLFINCH GIULIANI
Right10
Thru1
Left91
InOut Total92 102 194
Rig
ht
78
Thru
466
Left22
Out
Tota
lIn
607
566
1173
Left0
Thru2
Right26
Out TotalIn27 28 55
Left12
Thru490
Rig
ht4
Tota
lO
ut
In476
506
982
2/8/2011 07:00 AM2/8/2011 05:45 PM Unshifted
North
Pima County Department of TransportationTraffic Engineering Division
Bullfinch Dr/Giuliani Av @ Valencia RdFebruary 3, 2011
File Name : Bullfinch Giuliani @ ValenciaSite Code : 00000000Start Date : 2/8/2011Page No : 3
BULLFINCH GIULIANI SB
VALENCIA RD WB
BULLFINCH GIULIANI NB
VALENCIA RD EB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 2 0 7 9 1 21 0 22 4 0 0 4 0 48 0 48 8307:15 AM 1 0 21 22 1 15 0 16 3 0 0 3 0 42 0 42 8307:30 AM 1 0 11 12 2 24 1 27 0 0 0 0 0 57 0 57 9607:45 AM 0 0 6 6 0 18 1 19 7 0 0 7 0 38 0 38 70
Total Volume 4 0 45 49 4 78 2 84 14 0 0 14 0 185 0 185 332% App. Total 8.2 0 91.8 4.8 92.9 2.4 100 0 0 0 100 0
PHF .500 .000 .536 .557 .500 .813 .500 .778 .500 .000 .000 .500 .000 .811 .000 .811 .865
BULLFINCH GIULIANI
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
BULLFINCH GIULIANI
Right4
Thru0
Left45
InOut Total4 49 53
Rig
ht4
Thru7
8
Left2
Out
Tota
lIn
244
84
328
Left0
Thru0
Right14
Out TotalIn2 14 16
Left0
Thru185
Rig
ht0
Tota
lO
ut
In82
185
267
Peak Hour Begins at 07:00 AM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Bullfinch Dr/Giuliani Av @ Valencia RdFebruary 3, 2011
File Name : Bullfinch Giuliani @ ValenciaSite Code : 00000000Start Date : 2/8/2011Page No : 4
BULLFINCH GIULIANI SB
VALENCIA RD WB
BULLFINCH GIULIANI NB
VALENCIA RD EB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 3 3 9 32 3 44 2 0 0 2 1 25 1 27 7605:15 PM 0 0 3 3 2 52 1 55 0 0 0 0 1 22 3 26 8405:30 PM 0 0 2 2 9 31 3 43 2 0 0 2 0 16 1 17 6405:45 PM 0 0 2 2 9 31 2 42 0 0 0 0 0 41 2 43 87
Total Volume 0 0 10 10 29 146 9 184 4 0 0 4 2 104 7 113 311% App. Total 0 0 100 15.8 79.3 4.9 100 0 0 1.8 92 6.2
PHF .000 .000 .833 .833 .806 .702 .750 .836 .500 .000 .000 .500 .500 .634 .583 .657 .894
BULLFINCH GIULIANI
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
BULLFINCH GIULIANI
Right0
Thru0
Left10
InOut Total36 10 46
Rig
ht
29
T
hru
14
6
Le
ft9
Ou
tT
ota
lIn
11
8
18
4
30
2
Left0
Thru0
Right4
Out TotalIn11 4 15
Le
ft7
T
hru10
4
Rig
ht2
To
tal
Ou
tIn
14
6
11
3
25
9
Peak Hour Begins at 05:00 PM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Mountain Eagle Dr @ Valencia RdFebruary 2, 2011
File Name : Mountain Eagle Dr @ Valencia RdSite Code : 00000000Start Date : 2/2/2011Page No : 1
Groups Printed- UnshiftedMOUNTAIN EAGLE DR
SBVALENCIA RD
WBMOUNTAIN EAGLE DR
NBVALENCIA RD
EB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
07:00 AM 1 0 13 14 2 27 0 29 0 0 0 0 0 71 1 72 11507:15 AM 0 0 10 10 1 23 0 24 0 0 0 0 0 73 0 73 10707:30 AM 1 0 14 15 5 28 0 33 0 0 0 0 0 77 0 77 12507:45 AM 3 0 16 19 5 22 0 27 0 0 0 0 0 50 1 51 97
Total 5 0 53 58 13 100 0 113 0 0 0 0 0 271 2 273 444
08:00 AM 1 0 11 12 2 27 0 29 0 0 0 0 0 44 0 44 8508:15 AM 0 0 15 15 4 28 0 32 0 0 0 0 0 46 0 46 9308:30 AM 0 0 6 6 4 28 0 32 0 0 0 0 0 39 0 39 7708:45 AM 0 0 5 5 5 21 0 26 0 0 0 0 0 49 0 49 80
Total 1 0 37 38 15 104 0 119 0 0 0 0 0 178 0 178 335
*** BREAK ***
04:00 PM 0 0 3 3 2 47 0 49 0 0 0 0 0 24 0 24 7604:15 PM 0 0 5 5 10 61 0 71 0 0 0 0 0 44 0 44 12004:30 PM 0 0 1 1 3 23 0 26 0 0 0 0 0 20 0 20 4704:45 PM 0 0 1 1 10 33 0 43 0 0 0 0 0 22 0 22 66
Total 0 0 10 10 25 164 0 189 0 0 0 0 0 110 0 110 309
05:00 PM 0 0 2 2 15 61 0 76 0 0 0 0 0 34 0 34 11205:15 PM 1 0 10 11 13 58 0 71 0 0 0 0 0 34 7 41 12305:30 PM 1 0 3 4 8 71 0 79 0 0 0 0 0 31 0 31 11405:45 PM 1 0 4 5 20 58 0 78 0 0 0 0 0 45 1 46 129
Total 3 0 19 22 56 248 0 304 0 0 0 0 0 144 8 152 478
Grand Total 9 0 119 128 109 616 0 725 0 0 0 0 0 703 10 713 1566Apprch % 7 0 93 15 85 0 0 0 0 0 98.6 1.4
Total % 0.6 0 7.6 8.2 7 39.3 0 46.3 0 0 0 0 0 44.9 0.6 45.5
Pima County Department of TransportationTraffic Engineering Division
Mountain Eagle Dr @ Valencia RdFebruary 2, 2011
File Name : Mountain Eagle Dr @ Valencia RdSite Code : 00000000Start Date : 2/2/2011Page No : 2
MOUNTAIN EAGLE DR
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
MOUNTAIN EAGLE DR
Right9
Thru0
Left119
InOut Total119 128 247
Rig
ht
109
Thru
616
Left0
Out
Tota
lIn
822
725
1547
Left0
Thru0
Right0
Out TotalIn0 0 0
Left10
Thru703
Rig
ht0
Tota
lO
ut
In625
713
1338
2/2/2011 07:00 AM2/2/2011 05:45 PM Unshifted
North
Pima County Department of TransportationTraffic Engineering Division
Mountain Eagle Dr @ Valencia RdFebruary 2, 2011
File Name : Mountain Eagle Dr @ Valencia RdSite Code : 00000000Start Date : 2/2/2011Page No : 3
MOUNTAIN EAGLE DR SB
VALENCIA RD WB
MOUNTAIN EAGLE DR NB
VALENCIA RD EB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 1 0 13 14 2 27 0 29 0 0 0 0 0 71 1 72 11507:15 AM 0 0 10 10 1 23 0 24 0 0 0 0 0 73 0 73 10707:30 AM 1 0 14 15 5 28 0 33 0 0 0 0 0 77 0 77 12507:45 AM 3 0 16 19 5 22 0 27 0 0 0 0 0 50 1 51 97
Total Volume 5 0 53 58 13 100 0 113 0 0 0 0 0 271 2 273 444% App. Total 8.6 0 91.4 11.5 88.5 0 0 0 0 0 99.3 0.7
PHF .417 .000 .828 .763 .650 .893 .000 .856 .000 .000 .000 .000 .000 .880 .500 .886 .888
MOUNTAIN EAGLE DR
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
MOUNTAIN EAGLE DR
Right5
Thru0
Left53
InOut Total15 58 73
Rig
ht
13
Thru
100
Left0
Out
Tota
lIn
324
113
437
Left0
Thru0
Right0
Out TotalIn0 0 0
Left2
Thru271
Rig
ht0
Tota
lO
ut
In105
273
378
Peak Hour Begins at 07:00 AM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Mountain Eagle Dr @ Valencia RdFebruary 2, 2011
File Name : Mountain Eagle Dr @ Valencia RdSite Code : 00000000Start Date : 2/2/2011Page No : 4
MOUNTAIN EAGLE DR SB
VALENCIA RD WB
MOUNTAIN EAGLE DR NB
VALENCIA RD EB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 2 2 15 61 0 76 0 0 0 0 0 34 0 34 11205:15 PM 1 0 10 11 13 58 0 71 0 0 0 0 0 34 7 41 12305:30 PM 1 0 3 4 8 71 0 79 0 0 0 0 0 31 0 31 11405:45 PM 1 0 4 5 20 58 0 78 0 0 0 0 0 45 1 46 129
Total Volume 3 0 19 22 56 248 0 304 0 0 0 0 0 144 8 152 478% App. Total 13.6 0 86.4 18.4 81.6 0 0 0 0 0 94.7 5.3
PHF .750 .000 .475 .500 .700 .873 .000 .962 .000 .000 .000 .000 .000 .800 .286 .826 .926
MOUNTAIN EAGLE DR
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
MOUNTAIN EAGLE DR
Right3
Thru0
Left19
InOut Total64 22 86
Rig
ht
56
T
hru
24
8
Le
ft0
Ou
tT
ota
lIn
16
3
30
4
46
7
Left0
Thru0
Right0
Out TotalIn0 0 0
Le
ft8
T
hru14
4
Rig
ht0
To
tal
Ou
tIn
25
1
15
2
40
3
Peak Hour Begins at 05:00 PM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Iberia Av @ Valencia RdFebruary 1, 2011
File Name : Iberia @ ValenciaSite Code : 00000000Start Date : 2/1/2011Page No : 1
Groups Printed- UnshiftedIBERIA AV
SBVALENCIA RD
WBIBERIA AV
NBVALENCIA RD
EB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
07:00 AM 2 0 16 18 5 29 3 37 10 0 0 10 1 105 0 106 17107:15 AM 1 0 16 17 0 36 0 36 10 1 0 11 0 97 1 98 16207:30 AM 0 0 13 13 8 32 4 44 5 0 0 5 0 84 1 85 14707:45 AM 0 1 12 13 2 32 5 39 10 0 0 10 2 72 0 74 136
Total 3 1 57 61 15 129 12 156 35 1 0 36 3 358 2 363 616
08:00 AM 1 0 14 15 6 41 2 49 7 0 0 7 1 68 1 70 14108:15 AM 0 1 8 9 4 28 1 33 4 0 0 4 1 59 1 61 10708:30 AM 1 0 5 6 5 31 6 42 4 0 1 5 1 50 0 51 10408:45 AM 2 0 10 12 2 31 2 35 1 0 0 1 0 43 0 43 91
Total 4 1 37 42 17 131 11 159 16 0 1 17 3 220 2 225 443
*** BREAK ***
04:00 PM 1 1 10 12 12 86 9 107 8 1 1 10 1 39 1 41 17004:15 PM 1 0 2 3 13 88 13 114 3 0 1 4 0 52 0 52 17304:30 PM 0 0 7 7 14 91 9 114 1 0 1 2 0 43 0 43 16604:45 PM 0 0 5 5 8 64 10 82 2 0 1 3 1 40 0 41 131
Total 2 1 24 27 47 329 41 417 14 1 4 19 2 174 1 177 640
05:00 PM 1 0 3 4 3 103 7 113 5 0 1 6 1 47 0 48 17105:15 PM 0 0 11 11 15 107 7 129 7 1 0 8 0 63 1 64 21205:30 PM 0 0 8 8 13 94 8 115 2 0 0 2 0 55 1 56 18105:45 PM 1 0 6 7 18 82 8 108 4 2 1 7 0 63 1 64 186
Total 2 0 28 30 49 386 30 465 18 3 2 23 1 228 3 232 750
Grand Total 11 3 146 160 128 975 94 1197 83 5 7 95 9 980 8 997 2449Apprch % 6.9 1.9 91.2 10.7 81.5 7.9 87.4 5.3 7.4 0.9 98.3 0.8
Total % 0.4 0.1 6 6.5 5.2 39.8 3.8 48.9 3.4 0.2 0.3 3.9 0.4 40 0.3 40.7
Pima County Department of TransportationTraffic Engineering Division
Iberia Av @ Valencia RdFebruary 1, 2011
File Name : Iberia @ ValenciaSite Code : 00000000Start Date : 2/1/2011Page No : 2
IBERIA AV
VA
LE
NC
IA R
D V
ALE
NC
IA R
D
IBERIA AV
Right11
Thru3
Left146
InOut Total141 160 301
Rig
ht
128
Thru
975
Left94
Out
Tota
lIn
1209
1197
2406
Left7
Thru5
Right83
Out TotalIn106 95 201
Left8
Thru980
Rig
ht9
Tota
lO
ut
In993
997
1990
2/1/2011 07:00 AM2/1/2011 05:45 PM Unshifted
North
Pima County Department of TransportationTraffic Engineering Division
Iberia Av @ Valencia RdFebruary 1, 2011
File Name : Iberia @ ValenciaSite Code : 00000000Start Date : 2/1/2011Page No : 3
IBERIA AVSB
VALENCIA RDWB
IBERIA AVNB
VALENCIA RDEB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 2 0 16 18 5 29 3 37 10 0 0 10 1 105 0 106 17107:15 AM 1 0 16 17 0 36 0 36 10 1 0 11 0 97 1 98 16207:30 AM 0 0 13 13 8 32 4 44 5 0 0 5 0 84 1 85 14707:45 AM 0 1 12 13 2 32 5 39 10 0 0 10 2 72 0 74 136
Total Volume 3 1 57 61 15 129 12 156 35 1 0 36 3 358 2 363 616% App. Total 4.9 1.6 93.4 9.6 82.7 7.7 97.2 2.8 0 0.8 98.6 0.6
PHF .375 .250 .891 .847 .469 .896 .600 .886 .875 .250 .000 .818 .375 .852 .500 .856 .901
IBERIA AV
VA
LE
NC
IA R
D V
ALE
NC
IA R
D
IBERIA AV
Right3
Thru1
Left57
InOut Total18 61 79
Rig
ht
15
Thru
129
Left12
Out
Tota
lIn
450
156
606
Left0
Thru1
Right35
Out TotalIn16 36 52
Left2
Thru358
Rig
ht3
Tota
lO
ut
In132
363
495
Peak Hour Begins at 07:00 AM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Iberia Av @ Valencia RdFebruary 1, 2011
File Name : Iberia @ ValenciaSite Code : 00000000Start Date : 2/1/2011Page No : 4
IBERIA AVSB
VALENCIA RDWB
IBERIA AVNB
VALENCIA RDEB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 1 0 3 4 3 103 7 113 5 0 1 6 1 47 0 48 17105:15 PM 0 0 11 11 15 107 7 129 7 1 0 8 0 63 1 64 21205:30 PM 0 0 8 8 13 94 8 115 2 0 0 2 0 55 1 56 18105:45 PM 1 0 6 7 18 82 8 108 4 2 1 7 0 63 1 64 186
Total Volume 2 0 28 30 49 386 30 465 18 3 2 23 1 228 3 232 750% App. Total 6.7 0 93.3 10.5 83 6.5 78.3 13 8.7 0.4 98.3 1.3
PHF .500 .000 .636 .682 .681 .902 .938 .901 .643 .375 .500 .719 .250 .905 .750 .906 .884
IBERIA AV
VA
LE
NC
IA R
D V
AL
EN
CIA
RD
IBERIA AV
Right2
Thru0
Left28
InOut Total55 30 85
Rig
ht
49
T
hru
38
6
Le
ft30
Ou
tT
ota
lIn
27
4
46
5
73
9
Left2
Thru3
Right18
Out TotalIn31 23 54
Le
ft3
T
hru22
8
Rig
ht1
To
tal
Ou
tIn
39
0
23
2
62
2
Peak Hour Begins at 05:00 PM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Turning Movement Count
VALENCIA RD @ WADE RD 11/09/2010 File Name : Valencia Rd @ Wade Rd
Site Code : 00000000Start Date : 11/9/2010Page No : 1
Groups Printed- UnshiftedWADE RD
SouthboundVALENCIA RD
WestboundWADE RD
NorthboundVALENCIA RD
EastboundStart Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 0 0 0 0 0 0 27 16 0 43 92 1 21 0 114 2 170 0 0 172 32907:15 AM 0 0 0 0 0 0 33 12 0 45 110 1 12 0 123 1 145 0 0 146 31407:30 AM 0 0 0 0 0 0 37 16 0 53 86 0 3 0 89 3 143 0 0 146 28807:45 AM 0 0 0 0 0 1 39 21 0 61 75 0 3 0 78 6 80 0 0 86 225
Total 0 0 0 0 0 1 136 65 0 202 363 2 39 0 404 12 538 0 0 550 1156
08:00 AM 0 0 0 0 0 0 39 24 0 63 77 0 1 0 78 1 102 0 0 103 24408:15 AM 0 0 2 0 2 0 50 28 0 78 66 0 0 0 66 5 100 0 0 105 25108:30 AM 0 0 0 0 0 1 47 28 0 76 64 0 1 0 65 3 84 0 0 87 22808:45 AM 0 0 0 0 0 1 47 33 0 81 34 0 1 0 35 0 80 0 0 80 196
Total 0 0 2 0 2 2 183 113 0 298 241 0 3 0 244 9 366 0 0 375 919
*** BREAK ***
04:00 PM 0 0 0 0 0 1 123 62 0 186 24 0 0 0 24 2 54 0 0 56 26604:15 PM 0 0 0 0 0 1 128 79 0 208 28 0 2 0 30 4 47 0 0 51 28904:30 PM 0 0 0 0 0 0 122 85 0 207 37 0 2 0 39 2 63 0 0 65 31104:45 PM 0 0 0 0 0 2 120 96 0 218 16 0 0 0 16 5 53 0 0 58 292
Total 0 0 0 0 0 4 493 322 0 819 105 0 4 0 109 13 217 0 0 230 1158
05:00 PM 0 0 0 0 0 1 135 119 0 255 33 0 2 0 35 4 49 0 0 53 34305:15 PM 0 0 0 0 0 0 128 133 0 261 26 0 7 0 33 4 106 0 0 110 40405:30 PM 0 0 0 0 0 0 147 118 0 265 36 0 3 0 39 6 62 0 0 68 37205:45 PM 0 0 0 0 0 0 114 103 0 217 45 0 3 0 48 2 67 0 0 69 334
Total 0 0 0 0 0 1 524 473 0 998 140 0 15 0 155 16 284 0 0 300 1453
Grand Total 0 0 2 0 2 8 1336 973 0 2317 849 2 61 0 912 50 1405 0 0 1455 4686Apprch % 0 0 100 0 0.3 57.7 42 0 93.1 0.2 6.7 0 3.4 96.6 0 0
Total % 0 0 0 0 0 0.2 28.5 20.8 0 49.4 18.1 0 1.3 0 19.5 1.1 30 0 0 31
Alternate RT & LT utilized Melpomene Wy to access Snyder Rd
Pima County Department of TransportationTraffic Engineering Division
Turning Movement Count
VALENCIA RD @ WADE RD 11/09/2010 File Name : Valencia Rd @ Wade Rd
Site Code : 00000000Start Date : 11/9/2010Page No : 2
WADE RD
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
WADE RD
Right0
Thru0
Left2
Peds0
InOut Total10 2 12
Rig
ht8
Th
ru1
33
6
Le
ft9
73
P
ed
s0
Ou
tT
ota
lIn
22
56
2
31
7
45
73
Left61
Thru2
Right849
Peds0
Out TotalIn1023 912 1935
Le
ft0
T
hru
14
05
R
igh
t5
0
Pe
ds0
To
tal
Ou
tIn
13
97
1
45
5
28
52
11/9/2010 07:00 AM11/9/2010 05:45 PM Unshifted
North
Pima County Department of TransportationTraffic Engineering Division
Turning Movement Count
VALENCIA RD @ WADE RD 11/09/2010 File Name : Valencia Rd @ Wade Rd
Site Code : 00000000Start Date : 11/9/2010Page No : 3
WADE RD Southbound
VALENCIA RD Westbound
WADE RD Northbound
VALENCIA RD Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 0 27 16 0 43 92 1 21 0 114 2 170 0 0 172 32907:15 AM 0 0 0 0 0 0 33 12 0 45 110 1 12 0 123 1 145 0 0 146 31407:30 AM 0 0 0 0 0 0 37 16 0 53 86 0 3 0 89 3 143 0 0 146 28807:45 AM 0 0 0 0 0 1 39 21 0 61 75 0 3 0 78 6 80 0 0 86 225
Total Volume 0 0 0 0 0 1 136 65 0 202 363 2 39 0 404 12 538 0 0 550 1156% App. Total 0 0 0 0 0.5 67.3 32.2 0 89.9 0.5 9.7 0 2.2 97.8 0 0
PHF .000 .000 .000 .000 .000 .250 .872 .774 .000 .828 .825 .500 .464 .000 .821 .500 .791 .000 .000 .799 .878
WADE RD
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
WADE RD
Right0
Thru0
Left0
Peds0
InOut Total3 0 3
Rig
ht1
Th
ru1
36
L
eft6
5
Pe
ds0
Ou
tT
ota
lIn
90
1
20
2
11
03
Left39
Thru2
Right363
Peds0
Out TotalIn77 404 481
Le
ft0
T
hru53
8
Rig
ht
12
P
ed
s0
To
tal
Ou
tIn
17
5
55
0
72
5
Peak Hour Begins at 07:00 AM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Turning Movement Count
VALENCIA RD @ WADE RD 11/09/2010 File Name : Valencia Rd @ Wade Rd
Site Code : 00000000Start Date : 11/9/2010Page No : 4
WADE RD Southbound
VALENCIA RD Westbound
WADE RD Northbound
VALENCIA RD Eastbound
Start TimeRig
htThr
uLeft
Peds
App. TotalRig
htThr
uLeft
Peds App. Total Right
Thru
Left Peds App. Total RightThr
uLeft Peds App. Total Int. Total
Peak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 002:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% App. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
WADE RD
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
WADE RD
Right0
Thru0
Left0
Peds0
InOut Total0 0 0
Rig
ht0
Th
ru0
Le
ft0
Pe
ds0
Ou
tT
ota
lIn
0
0
0
Left0
Thru0
Right0
Peds0
Out TotalIn0 0 0
Le
ft0
T
hru
0
Rig
ht0
Pe
ds0
To
tal
Ou
tIn
0
0
0
Peak Hour Begins at 02:00 PM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Turning Movement Count
VALENCIA RD @ WADE RD 11/09/2010 File Name : Valencia Rd @ Wade Rd
Site Code : 00000000Start Date : 11/9/2010Page No : 5
WADE RD Southbound
VALENCIA RD Westbound
WADE RD Northbound
VALENCIA RD Eastbound
Start TimeRig
htThr
uLeft
Peds
App. TotalRig
htThr
uLeft
Peds App. Total Right
Thru
Left Peds App. Total RightThr
uLeft Peds App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 1 135 119 0 255 33 0 2 0 35 4 49 0 0 53 34305:15 PM 0 0 0 0 0 0 128 133 0 261 26 0 7 0 33 4 106 0 0 110 40405:30 PM 0 0 0 0 0 0 147 118 0 265 36 0 3 0 39 6 62 0 0 68 37205:45 PM 0 0 0 0 0 0 114 103 0 217 45 0 3 0 48 2 67 0 0 69 334
Total Volume 0 0 0 0 0 1 524 473 0 998 140 0 15 0 155 16 284 0 0 300 1453% App. Total 0 0 0 0 0.1 52.5 47.4 0 90.3 0 9.7 0 5.3 94.7 0 0
PHF .000 .000 .000 .000 .000 .250 .891 .889 .000 .942 .778 .000 .536 .000 .807 .667 .670 .000 .000 .682 .899
WADE RD
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
WADE RD
Right0
Thru0
Left0
Peds0
InOut Total1 0 1
Rig
ht1
Th
ru5
24
L
eft
47
3
Pe
ds0
Ou
tT
ota
lIn
42
4
99
8
14
22
Left15
Thru0
Right140
Peds0
Out TotalIn489 155 644
Le
ft0
T
hru28
4
Rig
ht
16
P
ed
s0
To
tal
Ou
tIn
53
9
30
0
83
9
Peak Hour Begins at 05:00 PM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Camino Verde @ Valencia RdFebruary 2, 2011
File Name : Not Named 3Site Code : 00000000Start Date : 2/2/2011Page No : 1
Groups Printed- UnshiftedCMO VERDE
SBVALENCIA RD
WBVALENCIA RD
EBStart Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total07:00 AM 8 0 35 43 6 33 0 39 0 185 64 249 33107:15 AM 14 0 31 45 5 35 0 40 0 197 79 276 36107:30 AM 16 0 25 41 11 37 0 48 0 201 75 276 36507:45 AM 13 0 29 42 9 43 0 52 0 144 50 194 288
Total 51 0 120 171 31 148 0 179 0 727 268 995 1345
08:00 AM 12 0 27 39 13 52 0 65 0 129 75 204 30808:15 AM 25 0 24 49 9 41 0 50 0 120 66 186 28508:30 AM 29 0 30 59 7 42 0 49 0 108 56 164 27208:45 AM 22 0 15 37 14 38 0 52 0 89 38 127 216
Total 88 0 96 184 43 173 0 216 0 446 235 681 1081
*** BREAK ***
02:00 PM 22 0 24 46 26 64 0 90 0 79 28 107 24302:15 PM 24 0 29 53 36 86 0 122 0 73 31 104 27902:30 PM 40 0 13 53 30 89 0 119 0 76 32 108 28002:45 PM 39 0 15 54 38 87 0 125 0 60 26 86 265
Total 125 0 81 206 130 326 0 456 0 288 117 405 1067
03:00 PM 47 0 20 67 36 112 0 148 0 81 22 103 31803:15 PM 44 0 15 59 37 98 0 135 1 87 23 111 30503:30 PM 47 0 14 61 30 112 0 142 0 79 22 101 30403:45 PM 51 0 15 66 43 140 0 183 0 62 22 84 333
Total 189 0 64 253 146 462 0 608 1 309 89 399 1260
04:00 PM 44 0 15 59 34 114 0 148 0 79 24 103 31004:15 PM 50 0 21 71 29 122 0 151 0 56 14 70 29204:30 PM 55 0 17 72 40 132 0 172 0 61 31 92 33604:45 PM 71 0 19 90 42 111 0 153 0 65 25 90 333
Total 220 0 72 292 145 479 0 624 0 261 94 355 1271
05:00 PM 66 0 21 87 32 130 0 162 0 86 28 114 36305:15 PM 71 0 22 93 41 138 0 179 0 70 13 83 35505:30 PM 65 0 19 84 34 149 0 183 0 56 17 73 34005:45 PM 73 0 20 93 36 137 0 173 0 69 21 90 356
Total 275 0 82 357 143 554 0 697 0 281 79 360 1414
Grand Total 948 0 515 1463 638 2142 0 2780 1 2312 882 3195 7438Apprch % 64.8 0 35.2 22.9 77.1 0 0 72.4 27.6
Total % 12.7 0 6.9 19.7 8.6 28.8 0 37.4 0 31.1 11.9 43
Pima County Department of TransportationTraffic Engineering Division
Camino Verde @ Valencia RdFebruary 2, 2011
File Name : Not Named 3Site Code : 00000000Start Date : 2/2/2011Page No : 2
CMO VERDE
VA
LE
NC
IA R
D V
ALE
NC
IA R
D
CMO VERDE
Right948
Thru0
Left515
InOut Total1520 1463 2983
Rig
ht
638
Thru
2142
Left0
Out
Tota
lIn
2827
2780
5607
Out TotalIn1 0 1
Left
882
Thru
2312
Rig
ht1
Tota
lO
ut
In3090
3195
6285
2/2/2011 07:00 AM2/2/2011 05:45 PM Unshifted
North
Pima County Department of TransportationTraffic Engineering Division
Camino Verde @ Valencia RdFebruary 2, 2011
File Name : Not Named 3Site Code : 00000000Start Date : 2/2/2011Page No : 3
CMO VERDESB
VALENCIA RDWB
VALENCIA RDEB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 8 0 35 43 6 33 0 39 0 185 64 249 33107:15 AM 14 0 31 45 5 35 0 40 0 197 79 276 36107:30 AM 16 0 25 41 11 37 0 48 0 201 75 276 36507:45 AM 13 0 29 42 9 43 0 52 0 144 50 194 288
Total Volume 51 0 120 171 31 148 0 179 0 727 268 995 1345% App. Total 29.8 0 70.2 17.3 82.7 0 0 73.1 26.9
PHF .797 .000 .857 .950 .705 .860 .000 .861 .000 .904 .848 .901 .921
CMO VERDE
VA
LE
NC
IA R
D V
ALE
NC
IA R
D
CMO VERDE
Right51
Thru0
Left120
InOut Total299 171 470
Rig
ht
31
Thru
148
Left0
Out
Tota
lIn
847
179
1026
Out TotalIn0 0 0
Left
268
Thru727
Rig
ht0
Tota
lO
ut
In199
995
1194
Peak Hour Begins at 07:00 AM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Camino Verde @ Valencia RdFebruary 2, 2011
File Name : Not Named 3Site Code : 00000000Start Date : 2/2/2011Page No : 4
CMO VERDESB
VALENCIA RDWB
VALENCIA RDEB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM 47 0 20 67 36 112 0 148 0 81 22 103 31803:15 PM 44 0 15 59 37 98 0 135 1 87 23 111 30503:30 PM 47 0 14 61 30 112 0 142 0 79 22 101 30403:45 PM 51 0 15 66 43 140 0 183 0 62 22 84 333
Total Volume 189 0 64 253 146 462 0 608 1 309 89 399 1260% App. Total 74.7 0 25.3 24 76 0 0.3 77.4 22.3
PHF .926 .000 .800 .944 .849 .825 .000 .831 .250 .888 .967 .899 .946
CMO VERDE
VA
LE
NC
IA R
D V
AL
EN
CIA
RD
CMO VERDE
Right189
Thru0
Left64
InOut Total235 253 488
Rig
ht
14
6
Th
ru4
62
L
eft0
Ou
tT
ota
lIn
37
3
60
8
98
1
Out TotalIn1 0 1
Le
ft89
T
hru30
9
Rig
ht1
To
tal
Ou
tIn
65
1
39
9
10
50
Peak Hour Begins at 03:00 PM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Camino Verde @ Valencia RdFebruary 2, 2011
File Name : Not Named 3Site Code : 00000000Start Date : 2/2/2011Page No : 5
CMO VERDESB
VALENCIA RDWB
VALENCIA RDEB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 66 0 21 87 32 130 0 162 0 86 28 114 36305:15 PM 71 0 22 93 41 138 0 179 0 70 13 83 35505:30 PM 65 0 19 84 34 149 0 183 0 56 17 73 34005:45 PM 73 0 20 93 36 137 0 173 0 69 21 90 356
Total Volume 275 0 82 357 143 554 0 697 0 281 79 360 1414% App. Total 77 0 23 20.5 79.5 0 0 78.1 21.9
PHF .942 .000 .932 .960 .872 .930 .000 .952 .000 .817 .705 .789 .974
CMO VERDE
VA
LE
NC
IA R
D V
AL
EN
CIA
RD
CMO VERDE
Right275
Thru0
Left82
InOut Total222 357 579
Rig
ht
14
3
Th
ru5
54
L
eft0
Ou
tT
ota
lIn
36
3
69
7
10
60
Out TotalIn0 0 0
Le
ft79
T
hru28
1
Rig
ht0
To
tal
Ou
tIn
82
9
36
0
11
89
Peak Hour Begins at 05:00 PM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Ignacio M Baumea @ Valencia RdFebruary 3, 2011
File Name : Ignacio M Baumea @ ValenciaSite Code : 19441944Start Date : 2/3/2011Page No : 1
Groups Printed- UnshiftedValencia Rd
WBIgnacio M Baumea
NBValencia Rd
EBStart Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total07:00 AM 0 51 22 73 10 0 9 19 5 181 0 186 27807:15 AM 0 44 9 53 7 0 2 9 3 193 0 196 25807:30 AM 0 72 10 82 11 0 1 12 5 212 0 217 31107:45 AM 0 84 13 97 13 0 1 14 6 172 0 178 289
Total 0 251 54 305 41 0 13 54 19 758 0 777 1136
08:00 AM 0 70 8 78 8 0 1 9 6 167 0 173 26008:15 AM 0 78 20 98 8 0 1 9 4 149 0 153 26008:30 AM 0 79 8 87 14 0 1 15 3 133 0 136 23808:45 AM 0 97 12 109 13 1 6 20 6 119 0 125 254
Total 0 324 48 372 43 1 9 53 19 568 0 587 1012
*** BREAK ***
04:00 PM 0 186 10 196 109 0 6 115 9 170 0 179 49004:15 PM 0 221 17 238 47 0 4 51 2 142 0 144 43304:30 PM 0 209 14 223 25 0 5 30 7 138 0 145 39804:45 PM 0 180 6 186 12 0 9 21 5 130 0 135 342
Total 0 796 47 843 193 0 24 217 23 580 0 603 1663
05:00 PM 0 209 20 229 24 0 6 30 1 167 0 168 42705:15 PM 0 217 7 224 14 0 8 22 3 147 0 150 39605:30 PM 0 184 11 195 14 0 6 20 7 135 0 142 35705:45 PM 0 239 18 257 16 0 8 24 3 132 0 135 416
Total 0 849 56 905 68 0 28 96 14 581 0 595 1596
Grand Total 0 2220 205 2425 345 1 74 420 75 2487 0 2562 5407Apprch % 0 91.5 8.5 82.1 0.2 17.6 2.9 97.1 0
Total % 0 41.1 3.8 44.8 6.4 0 1.4 7.8 1.4 46 0 47.4
Pima County Department of TransportationTraffic Engineering Division
Ignacio M Baumea @ Valencia RdFebruary 3, 2011
File Name : Ignacio M Baumea @ ValenciaSite Code : 19441944Start Date : 2/3/2011Page No : 2
Ignacio M Baumea
Vale
nci
a R
d V
ale
ncia
Rd
Ignacio M Baumea
InOut Total1 0 1
Rig
ht0
Thru
2220
Left
205
Out
Tota
lIn
2832
2425
5257
Left74
Thru1
Right345
Out TotalIn280 420 700
Left0
Thru
2487
Rig
ht
75
Tota
lO
ut
In2294
2562
4856
2/3/2011 07:00 AM2/3/2011 05:45 PM Unshifted
North
Pima County Department of TransportationTraffic Engineering Division
Ignacio M Baumea @ Valencia RdFebruary 3, 2011
File Name : Ignacio M Baumea @ ValenciaSite Code : 19441944Start Date : 2/3/2011Page No : 3
Valencia RdWB
Ignacio M BaumeaNB
Valencia RdEB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 51 22 73 10 0 9 19 5 181 0 186 27807:15 AM 0 44 9 53 7 0 2 9 3 193 0 196 25807:30 AM 0 72 10 82 11 0 1 12 5 212 0 217 31107:45 AM 0 84 13 97 13 0 1 14 6 172 0 178 289
Total Volume 0 251 54 305 41 0 13 54 19 758 0 777 1136% App. Total 0 82.3 17.7 75.9 0 24.1 2.4 97.6 0
PHF .000 .747 .614 .786 .788 .000 .361 .711 .792 .894 .000 .895 .913
Ignacio M Baumea
Vale
nci
a R
d V
ale
ncia
Rd
Ignacio M Baumea
InOut Total0 0 0
Rig
ht0
Thru
251
Left54
Out
Tota
lIn
799
305
1104
Left13
Thru0
Right41
Out TotalIn73 54 127
Left0
Thru758
Rig
ht
19
Tota
lO
ut
In264
777
1041
Peak Hour Begins at 07:00 AM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Ignacio M Baumea @ Valencia RdFebruary 3, 2011
File Name : Ignacio M Baumea @ ValenciaSite Code : 19441944Start Date : 2/3/2011Page No : 4
Valencia RdWB
Ignacio M BaumeaNB
Valencia RdEB
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 186 10 196 109 0 6 115 9 170 0 179 49004:15 PM 0 221 17 238 47 0 4 51 2 142 0 144 43304:30 PM 0 209 14 223 25 0 5 30 7 138 0 145 39804:45 PM 0 180 6 186 12 0 9 21 5 130 0 135 342
Total Volume 0 796 47 843 193 0 24 217 23 580 0 603 1663% App. Total 0 94.4 5.6 88.9 0 11.1 3.8 96.2 0
PHF .000 .900 .691 .886 .443 .000 .667 .472 .639 .853 .000 .842 .848
Ignacio M Baumea
Va
len
cia
Rd
Va
len
cia R
d
Ignacio M Baumea
InOut Total0 0 0
Rig
ht0
Th
ru7
96
L
eft47
Ou
tT
ota
lIn
77
3
84
3
16
16
Left24
Thru0
Right193
Out TotalIn70 217 287
Le
ft0
T
hru58
0
Rig
ht
23
To
tal
Ou
tIn
82
0
60
3
14
23
Peak Hour Begins at 04:00 PM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Turning Movement Count
Mark Rd @ Valencia Rd09/15/2010 File Name : Mark Rd @ Valencia Rd
Site Code : 00000000Start Date : 9/15/2010Page No : 1
Groups Printed- UnshiftedMARK RD
SouthboundVALENCIA RD
WestboundMARK RD
NorthboundVALENCIA RD
EastboundStart Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total07:00 AM 1 7 13 21 8 41 5 54 10 6 5 21 7 184 15 206 30207:15 AM 5 7 18 30 9 47 7 63 11 3 2 16 5 228 13 246 35507:30 AM 10 8 16 34 13 61 6 80 20 5 1 26 6 188 7 201 34107:45 AM 11 15 13 39 13 84 12 109 10 6 6 22 7 184 7 198 368
Total 27 37 60 124 43 233 30 306 51 20 14 85 25 784 42 851 1366
08:00 AM 8 20 13 41 18 80 11 109 16 11 4 31 10 148 14 172 35308:15 AM 9 20 19 48 18 98 13 129 12 29 6 47 20 140 19 179 40308:30 AM 14 21 21 56 30 98 15 143 20 28 11 59 17 118 21 156 41408:45 AM 24 31 24 79 19 102 7 128 25 25 10 60 6 126 24 156 423
Total 55 92 77 224 85 378 46 509 73 93 31 197 53 532 78 663 1593
*** BREAK ***
02:00 PM 12 6 19 37 19 127 9 155 4 10 2 16 5 107 4 116 32402:15 PM 10 6 7 23 27 112 10 149 10 8 6 24 9 131 6 146 34202:30 PM 10 1 12 23 13 114 6 133 13 8 2 23 5 104 19 128 30702:45 PM 16 15 14 45 14 144 11 169 7 0 4 11 4 132 13 149 374
Total 48 28 52 128 73 497 36 606 34 26 14 74 23 474 42 539 1347
03:00 PM 17 9 11 37 19 135 14 168 10 11 5 26 4 113 12 129 36003:15 PM 9 14 15 38 17 130 14 161 10 8 6 24 8 117 4 129 35203:30 PM 16 10 13 39 20 169 14 203 8 11 3 22 4 116 12 132 39603:45 PM 8 16 13 37 21 165 13 199 10 4 6 20 3 124 11 138 394
Total 50 49 52 151 77 599 55 731 38 34 20 92 19 470 39 528 1502
04:00 PM 13 9 14 36 24 201 21 246 5 9 10 24 7 98 14 119 42504:15 PM 22 14 15 51 23 184 9 216 8 8 10 26 7 125 17 149 44204:30 PM 16 13 13 42 20 171 18 209 15 13 7 35 7 124 19 150 43604:45 PM 11 17 16 44 26 187 17 230 5 7 8 20 2 146 7 155 449
Total 62 53 58 173 93 743 65 901 33 37 35 105 23 493 57 573 1752
05:00 PM 10 13 15 38 15 152 15 182 8 9 8 25 5 134 10 149 39405:15 PM 6 8 12 26 16 179 12 207 5 15 10 30 7 112 18 137 40005:30 PM 20 14 10 44 22 194 12 228 10 11 8 29 13 118 6 137 43805:45 PM 17 10 13 40 14 185 17 216 16 7 5 28 6 131 13 150 434
Total 53 45 50 148 67 710 56 833 39 42 31 112 31 495 47 573 1666
Grand Total 295 304 349 948 438 3160 288 3886 268 252 145 665 174 3248 305 3727 9226Apprch % 31.1 32.1 36.8 11.3 81.3 7.4 40.3 37.9 21.8 4.7 87.1 8.2
Total % 3.2 3.3 3.8 10.3 4.7 34.3 3.1 42.1 2.9 2.7 1.6 7.2 1.9 35.2 3.3 40.4
Pima County Department of TransportationTraffic Engineering Division
Turning Movement Count
Mark Rd @ Valencia Rd09/15/2010 File Name : Mark Rd @ Valencia Rd
Site Code : 00000000Start Date : 9/15/2010Page No : 2
MARK RD
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
MARK RD
Right295
Thru304
Left349
InOut Total995 948 1943
Rig
ht
43
8
Th
ru3
16
0
Le
ft2
88
Ou
tT
ota
lIn
38
65
3
88
6
77
51
Left145
Thru252
Right268
Out TotalIn766 665 1431
Le
ft3
05
T
hru
32
48
R
igh
t1
74
To
tal
Ou
tIn
36
00
3
72
7
73
27
9/15/2010 07:00 AM9/15/2010 05:45 PM Unshifted
North
Pima County Department of TransportationTraffic Engineering Division
Turning Movement Count
Mark Rd @ Valencia Rd09/15/2010 File Name : Mark Rd @ Valencia Rd
Site Code : 00000000Start Date : 9/15/2010Page No : 3
MARK RD Southbound
VALENCIA RD Westbound
MARK RD Northbound
VALENCIA RD Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 8 20 13 41 18 80 11 109 16 11 4 31 10 148 14 172 35308:15 AM 9 20 19 48 18 98 13 129 12 29 6 47 20 140 19 179 40308:30 AM 14 21 21 56 30 98 15 143 20 28 11 59 17 118 21 156 41408:45 AM 24 31 24 79 19 102 7 128 25 25 10 60 6 126 24 156 423
Total Volume 55 92 77 224 85 378 46 509 73 93 31 197 53 532 78 663 1593% App. Total 24.6 41.1 34.4 16.7 74.3 9 37.1 47.2 15.7 8 80.2 11.8
PHF .573 .742 .802 .709 .708 .926 .767 .890 .730 .802 .705 .821 .663 .899 .813 .926 .941
MARK RD
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
MARK RD
Right55
Thru92
Left77
InOut Total256 224 480
Rig
ht
85
T
hru
37
8
Le
ft46
Ou
tT
ota
lIn
68
2
50
9
11
91
Left31
Thru93
Right73
Out TotalIn191 197 388
Le
ft78
T
hru53
2
Rig
ht
53
To
tal
Ou
tIn
46
4
66
3
11
27
Peak Hour Begins at 08:00 AM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Turning Movement Count
Mark Rd @ Valencia Rd09/15/2010 File Name : Mark Rd @ Valencia Rd
Site Code : 00000000Start Date : 9/15/2010Page No : 4
MARK RD Southbound
VALENCIA RD Westbound
MARK RD Northbound
VALENCIA RD Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 02:00 PM to 03:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM 17 9 11 37 19 135 14 168 10 11 5 26 4 113 12 129 36003:15 PM 9 14 15 38 17 130 14 161 10 8 6 24 8 117 4 129 35203:30 PM 16 10 13 39 20 169 14 203 8 11 3 22 4 116 12 132 39603:45 PM 8 16 13 37 21 165 13 199 10 4 6 20 3 124 11 138 394
Total Volume 50 49 52 151 77 599 55 731 38 34 20 92 19 470 39 528 1502% App. Total 33.1 32.5 34.4 10.5 81.9 7.5 41.3 37 21.7 3.6 89 7.4
PHF .735 .766 .867 .968 .917 .886 .982 .900 .950 .773 .833 .885 .594 .948 .813 .957 .948
MARK RD
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
MARK RD
Right50
Thru49
Left52
InOut Total150 151 301
Rig
ht
77
T
hru
59
9
Le
ft55
Ou
tT
ota
lIn
56
0
73
1
12
91
Left20
Thru34
Right38
Out TotalIn123 92 215
Le
ft39
T
hru47
0
Rig
ht
19
To
tal
Ou
tIn
66
9
52
8
11
97
Peak Hour Begins at 03:00 PM Unshifted
Peak Hour Data
North
Pima County Department of TransportationTraffic Engineering Division
Turning Movement Count
Mark Rd @ Valencia Rd09/15/2010 File Name : Mark Rd @ Valencia Rd
Site Code : 00000000Start Date : 9/15/2010Page No : 5
MARK RD Southbound
VALENCIA RD Westbound
MARK RD Northbound
VALENCIA RD Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. TotalPeak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 13 9 14 36 24 201 21 246 5 9 10 24 7 98 14 119 42504:15 PM 22 14 15 51 23 184 9 216 8 8 10 26 7 125 17 149 44204:30 PM 16 13 13 42 20 171 18 209 15 13 7 35 7 124 19 150 43604:45 PM 11 17 16 44 26 187 17 230 5 7 8 20 2 146 7 155 449
Total Volume 62 53 58 173 93 743 65 901 33 37 35 105 23 493 57 573 1752% App. Total 35.8 30.6 33.5 10.3 82.5 7.2 31.4 35.2 33.3 4 86 9.9
PHF .705 .779 .906 .848 .894 .924 .774 .916 .550 .712 .875 .750 .821 .844 .750 .924 .976
MARK RD
VA
LE
NC
IA R
D
VA
LE
NC
IA R
D
MARK RD
Right62
Thru53
Left58
InOut Total187 173 360
Rig
ht
93
T
hru
74
3
Le
ft65
Ou
tT
ota
lIn
58
4
90
1
14
85
Left35
Thru37
Right33
Out TotalIn141 105 246
Le
ft57
T
hru49
3
Rig
ht
23
To
tal
Ou
tIn
84
0
57
3
14
13
Peak Hour Begins at 04:00 PM Unshifted
Peak Hour Data
North
