1

Pima Rd

2

Pima Rd

Pima Rd and Via De Ventura

Pima Rd and Indian Bend Rd

5

6

Pima Rd

Pima Rd and Indian School Rd

9

SB L101

SB L101 and Via De Ventura

Travel Direction
Traffic Signal
Stop Control
X

Intersection ID

Pima Rd
Pima Rd and Thomas Rd

10

NB L101

NB L101 and Via De Ventura

3

Pima Rd

Pima Rd and McDonald Dr

7

Dirt
Pima Rd

4

Pima Rd and Chaparral Rd

8

Pima Rd and McDowell Rd

11

SB L101

SB L101 and Indian Bend Rd

Pima Rd

L101
L101 and Pima Rd

12

NB L101

NB L101 and Indian Bend Rd

Figure 7
Pima Freeway Corridor Study Intersections 2030 Lane Configurations and Traffic Control
Source: HDR, 2010
Date: March 2010

13

SB L101

SB L101 and McDonald Dr

17

SB L101

SB L101 and Indian School Rd

21

SB L101

SB L101 and McDowell Rd

Travel Direction
Traffic Signal
Stop Control
X

Intersection ID

14

NB L101

NB L101 and McDonald Dr

18

NB L101

15

SB L101 and Chaparral Rd

19

NB L101 and Indian School Rd

22

NB L101

NB L101 and McDowell Rd

SB L101

SB L101

16

NB L101 and Chaparral Rd

20

SB L101 and Thomas Rd

23

SB L101

SB L101 and McKellips Rd

NB L101

NB L101
NB L101 and Thomas Rd

24

NB L101

NB L101 and McKellips Rd

Figure 7 (cont)
Pima Freeway Corridor Study Intersections 2030 Lane Configurations and Traffic Control
Source: HDR, 2010
Date: March 2010

Dirt

25

92nd St

92nd St and Chaparral Rd

29

92nd St

92nd St and McKellips Rd

33

Dobson Rd

Dobson Rd and Chaparral Rd

Travel Direction
Traffic Signal
Stop Control
X

Intersection ID

26

92nd St

27

92nd St and Indian School Rd

30

Dobson Rd

Dobson Rd and Via De Ventura

34

92nd St
92nd St and Thomas Rd

31

Dobson Rd

Dobson Rd and Indian Bend Rd

28

92nd St

92nd St and McDowell Rd

32

Dobson Rd

Dobson Rd and McDonald Dr

90th St
90th St and Via Linda Rd

Figure 7 (cont)
Pima Freeway Corridor Study Intersections 2030 Lane Configurations and Traffic Control
Source: HDR, 2010
Date: August 2010

Pima Rd

Pima Rd

Pima Rd and Thomas Rd *

9

SB L101

SB L101 and Via De Ventura

54 (71) AM (PM) Peak
X Y

AM (PM) LOS

X

Intersection ID

10

8

Pima Rd and McDowell Rd *

NB L101

NB L101 and Via De Ventura

110 (162)
352 (270)
148 (102)

L101

L101 and Pima Rd

173 (125)
410 (353)

770 (399)
58 (270)

C C
730 (493)
4 (6)
34 (55)

186 (457)
546 (710)

550 (645)
1054 (1130)
120 (285)

Pima Rd

C C
215 (400)
357 (312)

200 (250)
590 (470)
1055 (1050)

F F

Dirt

7

418 (381)
135 (57)

750 (502)
115 (48)

C C

30 (80)
226 (340)
176 (180)

C C
205 (51)
400 (332)
58 (146)

6

417 (370)
2143 (1747)

249 (175)
1716 (2300)

266 (288)
2 (70)
386 (255)

Pima Rd and Indian School Rd *

190 (153)
1467 (1823)
155 (229)

Pima Rd and Chaparral Rd

C C
523 (539)
135 (266)

234 (659)
680 (422)

11

1150 (1100)

D E
160 (178)
460 (260)
25 (16)

5

180 (75)
1774 (1625)
150 (110)

Pima Rd

265 (468)
4 (52)
424 (146)

D D
258 (235)
1317 (1560)
166 (282)

Pima Rd and McDonald Dr

4

99 (21)

120 (60)
1449 (1185)
50 (90)

Pima Rd

SB L101

SB L101 and Indian Bend Rd

12

418 (316)
3 (4)
297 (361)

Pima Rd and Indian Bend Rd

3

90 (140)
1064 (1348)
113 (78)

430 (445)

Pima Rd

88 (89)
1450 (1007)
153 (215)

C C
100 (75)
376 (305)
50 (180)

60 (90)
513 (321)
125 (221)

2

120 (220)
945 (1085)
65 (95)

335 (373)

232 (165)
270 (480)
10 (60)

Pima Rd and Via De Ventura

C C

69 (140)
354 (600)
33 (90)

Pima Rd

156 (150)
500 (740)
123 (95)

134 (300)
1550 (1244)
150 (104)

1037(1308)

C C
250 (180)
620 (474)
100 (84)

1

72 (65)
498 (582)
68 (220)

214 (284)

D D
400 (450)
820 (674)
154 (150)

140 (170)
176 (410)
238 (180)

300 (183)
426 (654)
38 (120)

750 (478)
614 (699)
25 (409)

9 (20)
577 (520)
28 (250)

NB L101

NB L101 and Indian Bend Rd

Figure 8
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

744 (712)
7 (10)
288 (329)

895 (770)
0 (3)
0 (0)

939 (878)
25 (5)

NB L101 and McDonald Dr *

603 (544)
3 (18)
114 (103)

C C

759 (388)
17 (7)
418 (588)

SB L101 and Indian School Rd

NB L101

SB L101

SB L101 and McDowell Rd

54 (71) AM (PM) Peak
X Y

AM (PM) LOS

X

Intersection ID

SB L101 and Thomas Rd

22

NB L101

NB L101 and Thomas Rd

717 (553)
1264 (1061)

1662 (1279)
506 (495)

E F
827 (805)
2 (13)
101 (242)

21

20

SB L101

E E
427 (650)
1403 (1785)

1412 (1847)
639 (826)

Dirt

19

760 (610)
1420 (1083)

1801 (1729)
446 (159)

F E

963 (1039)
595 (1020)

NB L101 and Indian School Rd

E D

60 (78)
169 (89)

875 (697)
115 (420)

681 (653)
21 (2)
728 (682)

SB L101

NB L101 and Chaparral Rd *

D D
967 (759)
2 (2)
12 (26)

18

NB L101

1252 (984)
94 (29)

C C
615 (727)
165 (227)

666 (851)
686 (785)

17

SB L101 and Chaparral Rd *

84 (88)
109 (73)

1006 (791)
70 (41)

16

SB L101

1177 (924)
0 (34)
57 (31)

SB L101 and McDonald Dr *

15

NB L101

NB L101

NB L101 and McDowell Rd

537 (622)
1323 (1569)

1132 (1509)
702 (650)

23

E E

SB L101

SB L101 and McKellips Rd

24

904 (713)
7 (3)
298 (475)

14

SB L101

C B
358 (520)
910 (814)

980 (1005)
408 (625)

964 (883)
5 (0)

13

D D

565 (544)
31 (78)
370 (285)

C E
594 (967)
0 (5)

852 (826)
10 (14)
27 (78)

C E
589 (967)
644 (478)

219 (244)
491 (310)

947 (599)
109 (255)

NB L101

NB L101 and McKellips Rd

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

D C

92nd St

92 (122)
75 (115)
20 (10)

92nd St and McKellips Rd

30

Dobson Rd

Dobson Rd and Via De Ventura

15 (10)
287 (186)
70 (10)

200 (161)
60 (190)
60 (80)

31

620 (470)
117 (90)
90 (60)

94 (72)
113 (68)
10 (40)

92nd St

92nd St and McDowell Rd

70 (80)
75 (120)
20 (30)

25 (10)
10 (5)
5 (15)

A A

Dobson Rd

Dobson Rd and Indian Bend Rd

65 (150)
40 (55)
20 (35)

32

92nd St

Dobson Rd and McDonald Dr

290 (320)
150 (190)
980 (550)

Dobson Rd

Dobson Rd and Chaparral Rd

54 (71) AM (PM) Peak
X Y

AM (PM) LOS

X

Intersection ID

40 (35)
150 (125)
120 (90)

34

90th St

80 (345)
1434 (930)
700 (730)

F E
136 (92)
110 (110)
10 (10)

33

28

B B
450 (280)
100 (100)
10 (5)

100 (120)
25 (140)
250 (255)

B B
84 (90)
104 (145)
72 (95)

10 (10)
25 (20)
15 (5)

30 (59)
745 (1570)
290 (245)

29

92nd St and Thomas Rd

D C
300 (260)
165 (213)
245 (91)

205 (384)
859 (1020)
324 (380)

92nd St

5 (15)
66 (50)
10 (11)

85 (100)
1350 (770)
73 (136)

27

50 (80)
1034 (1570)
420 (377)

20 (40)
85 (70)
15 (10)

92nd St and Indian School Rd
60 (90)
80 (120)
10 (20)

230 (300)
365 (325)
136 (260)

92nd St and Chaparral Rd

92nd St

50 (20)
1500 (998)
24 (77)

C C

5 (55)
96 (105)
5 (15)

26

60 (10)
90 (150)
22 (30)

129 (160)
161 (75)
90 (45)

Dirt

90 (61)

100 (150)
77 (103)

A A
35 (10)

A A

92nd St

54 (25)
105 (70)
20 (25)

133 (85)
29 (24)

A A

60 (25)
87 (120)
25 (40)

40 (77)
680 (600)

220 (136)
740 (700)

25

30 (15)
96 (100)
10 (5)

7 (16)

30 (80)

Dirt

90th St and Via Linda Rd

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