Figure 7 Pima Freeway Corridor Study Intersections 2030 ... › attachments › 112002 › content...
6
Pima Rd and Via De Ventura 1 Pima Rd and Indian Bend Rd 2 Pima Rd and McDonald Dr 3 Pima Rd and Chaparral Rd 4 Pima Rd and Indian School Rd 5 Pima Rd and Thomas Rd 6 Pima Rd and McDowell Rd Dirt 7 L101 and Pima Rd 8 SB L101 and Via De Ventura 9 NB L101 and Via De Ventura 10 SB L101 and Indian Bend Rd 11 NB L101 and Indian Bend Rd 12 Pima Rd Pima Rd Pima Rd Pima Rd Pima Rd Pima Rd Pima Rd L101 SB L101 NB L101 SB L101 NB L101 Travel Direction Traffic Signal Stop Control Intersection ID Figure 7 Pima Freeway Corridor Study Intersections 2030 Lane Configurations and Traffic Control Source: HDR, 2010 Date: March 2010 X
Transcript of Figure 7 Pima Freeway Corridor Study Intersections 2030 ... › attachments › 112002 › content...
Pima Rd and Via De Ventura
1
Pima Rd and Indian Bend Rd
2
Pima Rd and McDonald Dr
3
Pima Rd and Chaparral Rd
4
Pima Rd and Indian School Rd
5
Pima Rd and Thomas Rd
6
Pima Rd and McDowell Rd
Dirt7
L101 and Pima Rd
8
SB L101 and Via De Ventura
9
NB L101 and Via De Ventura
10
SB L101 and Indian Bend Rd
11
NB L101 and Indian Bend Rd
12
Pima Rd Pima Rd Pima Rd Pima Rd
Pima Rd Pima Rd Pima Rd L101
SB L101 NB L101 SB L101 NB L101
Travel Direction
Traffic Signal
Stop Control
Intersection ID
Figure 7Pima Freeway Corridor Study Intersections 2030 Lane Configurations and Traffic Control
Source: HDR, 2010Date: March 2010
X
SB L101 and Indian School Rd
17
NB L101 and Indian School Rd
18
SB L101 and Thomas Rd
19
NB L101 and Thomas Rd
20
SB L101 and McDowell Rd
21
NB L101 and McDowell Rd
22
SB L101 and McKellips Rd
23
NB L101 and McKellips Rd
24
SB L101 and McDonald Dr
13
NB L101 and McDonald Dr
14
SB L101 and Chaparral Rd
15
NB L101 and Chaparral Rd
16SB L101 NB L101 SB L101 NB L101
SB L101 NB L101 SB L101 NB L101
SB L101 NB L101 SB L101 NB L101
Travel Direction
Traffic Signal
Stop Control
Intersection ID
Figure 7 (cont)Pima Freeway Corridor Study Intersections 2030 Lane Configurations and Traffic Control
Source: HDR, 2010Date: March 2010
X
Dobson Rd and Chaparral Rd
33
90th St and Via Linda Rd
34
92nd St and Chaparral Rd
92nd St25
92nd St and Indian School Rd
26
92nd St and Thomas Rd
27
92nd St and McDowell Rd
28
92nd St and McKellips Rd
29
Dobson Rd and Via De Ventura
30
Dobson Rd and Indian Bend Rd
31
Dobson Rd and McDonald Dr
32
92nd St 92nd St 92nd St
92nd St Dobson Rd Dobson Rd
Dobson Rd 90th St
Dobson Rd
Dirt
Travel Direction
Traffic Signal
Stop Control
Intersection ID
Figure 7 (cont)Pima Freeway Corridor Study Intersections 2030 Lane Configurations and Traffic Control
Source: HDR, 2010Date: August 2010
X
Pima Rd and Via De Ventura
1
Pima Rd and Indian Bend Rd
2
Pima Rd and McDonald Dr
3
Pima Rd and Chaparral Rd
4
Pima Rd and Indian School Rd *
5
Pima Rd and Thomas Rd *
6
Pima Rd and McDowell Rd *
Dirt7
L101 and Pima Rd
8
SB L101 and Via De Ventura
9
NB L101 and Via De Ventura
10
SB L101 and Indian Bend Rd
11
NB L101 and Indian Bend Rd
12
Pima Rd Pima Rd Pima Rd Pima Rd
Pima Rd Pima Rd Pima Rd L101
SB L101 NB L101 SB L101 NB L101
9 (20)577 (520)28 (250)
750
(478
)61
4 (6
99)
25 (4
09)
400 (450)820 (674)154 (150)
250
(180
)62
0 (4
74)
100
(84)
120 (60)1449 (1185)50 (90)
232
(165
)27
0 (4
80)
10 (6
0)
258 (235)1317 (1560)
166 (282)
160
(178
)46
0 (2
60)
25 (1
6)
750 (502)115 (48)
266
(288
)2
(70)
386
(255
)
186 (457)546 (710)
72 (65)498 (582)68 (220)
300
(183
)42
6 (6
54)
38 (1
20)
156 (150)500 (740)
123 (95)
60 (9
0)51
3 (3
21)
125
(221
)
180 (75)1774 (1625)150 (110)
69 (1
40)
354
(600
)33
(90)
190 (153)1467 (1823)
155 (229)
205
(51)
400
(332
)58
(146
)
418 (381)135 (57)
215 (400)357 (312)
730
(493
)4
(6)
34 (5
5)
134 (300)1550 (1244)150 (104)
140
(170
)17
6 (4
10)
238
(180
)
120 (220)945 (1085)
65 (95)
100
(75)
376
(305
)50
(180
)
417 (370)2143 (1747)21
4 (2
84)
335
(373
)249 (175)
1716 (2300)
770 (399)58 (270)
265
(468
)4
(52)
424
(146
)
234 (659)680 (422)
88 (89)1450 (1007)153 (215)
30 (8
0)22
6 (3
40)
176
(180
)
90 (140)1064 (1348)
113 (78)
110
(162
)35
2 (2
70)
148
(102
)
200 (250)590 (470)1055 (1050)
1037
(130
8)
430
(445
)
550 (645)1054 (1130)
120 (285)
99 (2
1)
1150
(110
0)
173 (125)410 (353)
523 (539)135 (266)
418
(316
)3
(4)
297
(361
)
D D C C C C C C
D D D E C C F F
C C C C C C C C
54 (71) AM (PM) Peak
AM (PM) LOS
Intersection ID
Figure 8Pima Freeway Corridor Study Intersections 2030 Peak Hour Traffic Volumes and LOS
Note: Volumes shown are estimated based on relevant studies conducted within the study area.Source: HDR, 2010
Date: March 2010X
X Y
SB L101 and Indian School Rd
17
NB L101 and Indian School Rd
18
SB L101 and Thomas Rd
19
NB L101 and Thomas Rd
20
SB L101 and McDowell Rd
21
NB L101 and McDowell Rd
22
SB L101 and McKellips Rd
23
NB L101 and McKellips Rd
24
SB L101 NB L101 SB L101 NB L101
SB L101 NB L101 SB L101 NB L101
Dirt
1006 (791)70 (41)
603
(544
)3
(18)
114
(103
)
666 (851)686 (785)
1801 (1729)446 (159)
759
(388
)17
(7)
418
(588
)
1412 (1847)639 (826)
84 (88)109 (73)
615 (727)165 (227)
967
(759
)2
(2)
12 (2
6)
760 (610)1420 (1083)
427 (650)1403 (1785)
827
(805
)2
(13)
101
(242
)
1252 (984)94 (29)
852
(826
)10
(14)
27 (7
8)
963 (1039)595 (1020)
1662 (1279)506 (495)
681
(653
)21
(2)
728
(682
)
1132 (1509)702 (650)
60 (78)169 (89)
875 (697)115 (420)
1177
(924
)0
(34)
57 (3
1)
717 (553)1264 (1061)
537 (622)1323 (1569)
904
(713
)7
(3)
298
(475
)
SB L101 and McDonald Dr *
13
NB L101 and McDonald Dr *
14
SB L101 and Chaparral Rd *
15
NB L101 and Chaparral Rd *
16SB L101 NB L101 SB L101 NB L101
939 (878)25 (5)
895
(770
)0
(3)
0 (0
)
589 (967)644 (478)
594 (967) 0 (5)
964
(883
)5
(0)
947 (599)109 (255)
744
(712
)7
(10)
288
(329
)
980 (1005)408 (625)
219 (244)491 (310)
358 (520)910 (814)
565
(544
)31
(78)
370
(285
)
C B D D C E C E
F E D D C C C C
E E E F E E E D
54 (71) AM (PM) Peak
AM (PM) LOS
Intersection ID
Figure 8 (cont)Pima Freeway Corridor Study Intersections 2030 Peak Hour Traffic Volumes and LOS
Note: Volumes shown are estimated based on relevant studies conducted within the study area.Source: HDR, 2010
Date: March 2010X
X Y
92nd St and Chaparral Rd
92nd St25
92nd St and Indian School Rd
26
92nd St and Thomas Rd
27
92nd St and McDowell Rd
28
92nd St and McKellips Rd
29
Dobson Rd and Indian Bend Rd
90th St and Via Linda Rd
31
92nd St 92nd St 92nd St
92nd St Dobson Rd
Dirt
Dirt
40 (77)680 (600)
30 (8
0)
7 (1
6)
220 (136)740 (700) 100 (150)
77 (103)
90 (6
1)
35 (1
0)
94 (7
2)11
3 (6
8)10
(40)
85 (100)1350 (770)73 (136)
54 (71) AM (PM) Peak
AM (PM) LOS
Intersection ID
Figure 8 (cont)Pima Freeway Corridor Study Intersections 2030 Peak Hour Traffic Volumes and LOS
Note: Volumes shown are estimated based on relevant studies conducted within the study area.Source: HDR, 2010
Date: March 2010
205 (384) 859 (1020)
324 (380)
300
(260
)16
5 (2
13)
245
(91)
54 (25)105 (70)20 (25)
133 (85)29 (24)
30 (1
5)96
(100
)10
(5)
60 (2
5)87
(120
)25
(40)
230
(300
)36
5 (3
25)
136
(260
)
129
(160
)16
1 (7
5)90
(45)
60 (10)90 (150)
22 (30)
X
3490th St
290 (320)150 (190)980 (550)
40 (35)150 (125)
120 (90)
80 (3
45)
1434
(930
)70
0 (7
30)
30 (5
9)74
5 (1
570)
290
(245
)
50 (20)1500 (998)24 (77)
50 (80)1034 (1570)
420 (377)
620
(470
)11
7 (9
0)90
(60)
70 (80)75 (120)20 (30)
200 (161)60 (190)
60 (80)
5 (5
5)96
(105
)5
(15)
Dobson Rd and Via De Ventura Dobson Rd and McDonald Dr
C C A A A A A A
B B
30Dobson Rd
60 (9
0)80
(120
)10
(20)
10 (10)25 (20)15 (5)
100 (120)25 (140)
250 (255)
450
(280
)10
0 (1
00)
10 (5
)
D C D C
X Y
F E
Dobson Rd and Chaparral Rd
33Dobson Rd
15 (10)287 (186)70 (10)
84 (90)104 (145)
72 (95)
136
(92)
110
(110
)10
(10)
92 (1
22)
75 (1
15)
20 (1
0)
B B
3292nd St
25 (10)10 (5)5 (15)
65 (150)40 (55)20 (35)
5 (1
5)66
(50)
10 (1
1)
20 (4
0)85
(70)
15 (1
0)
A A
