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

Pima Rd and McDowell Rd

11

SB L101

SB L101 and Indian Bend Rd

4

Pima Rd

Pima Rd and Chaparral Rd

8

L101

L101 and Pima Rd/ 90th St

12

NB L101

NB L101 and Indian Bend Rd

Figure D-1
Pima Freeway Corridor Study Intersections 2009 Lane Configurations and Traffic Control
Source: HDR Engineering, Inc., 2009.
Date: October 6, 2009.

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 D-1 (cont)
Pima Freeway Corridor Study Intersections 2009 Lane Configurations and Traffic Control
Source: HDR Engineering, Inc., 2009.
Date: October 6, 2009.

Dirt

Dirt

25

92nd St

92nd St and Chaparral Rd

28b

92nd St

92nd St and McDowell Rd

32

Dobson Rd

Dobson Rd and McDonald Dr

Travel Direction
Traffic Signal
Stop Control
X

Intersection ID

26

92nd St

27

92nd St and Indian School Rd

29

92nd St

92nd St and McKellips Rd

33

Dobson Rd

Dobson Rd and Chaparral Rd

92nd St
92nd St and Thomas Rd

30

Dobson Rd

Dobson Rd and Via De Ventura

34

28a

92nd St

92nd St and McDowell Rd

31

Dobson Rd

Dobson Rd and Indian Bend Rd

90th St
90th St and Via Linda Rd

Figure D-1 (cont)
Pima Freeway Corridor Study Intersections 2009 Lane Configurations and Traffic Control
Source: HDR Engineering, Inc., 2009.
Date: October 6, 2009.

SB L101 and Via De Ventura

XX (YY) AM (PM) Peak
X Y

AM (PM) LOS

X

Intersection ID

759 (273)
4 (4)
22 (4)

NB L101 and Via De Ventura

106 (150)
294 (270)
80 (60)

L101 and Pima Rd/90th St

11 (67)
68 (258)

C C

NB L101

L101

329 (325)
51 (165)

D D

10

8

Pima Rd

Pima Rd and McDowell Rd *

5 (45)
567 (160)

136 (390)
149 (72)

SB L101

D D
95 (405)
300 (495)
3 (25)

Dirt

7

148 (245)
460 (450)
950 (945)

16 (13)
0 (1)
1112 (1090)

120 (11)
372 (127)
36 (50)

Pima Rd

746 (306)
8 (12)

164 (424)
303 (706)

30 (80)
86 (337)
140 (129)

C B

Pima Rd and Thomas Rd *

C B

Pima Rd

Pima Rd and Chaparral Rd*

388 (51)
1898 (796)

140 (104)
697 (2396)

134 (166)
1 (23)
248 (38)

Pima Rd and Indian School Rd *

6

4

221 (267)
272 (309)

11

D D
148 (231)
106 (78)

SB L101

SB L101 and Indian Bend Rd

12

298 (232)
1 (2)
138 (119)

Pima Rd

9

55 (72)
148 (201)
9 (100)

B D
140 (48)
450 (198)
20 (16)

5

Pima Rd

Pima Rd and McDonald Dr

70 (50)
1011 (763)
10 (80)

175 (112)
865 (985)
40 (127)

C C
86 (97)
841 (880)
40 (70)

30 (324)
1 (27)
237 (42)

C C

3

30 (90)
711 (570)
16 (105)

170 (140)

Pima Rd and Indian Bend Rd

80 (35)
880 (931)
16 (70)

115 (122)
691 (1058)
28 (194)

26 (49)
150 (127)
118 (111)

Pima Rd

101 (95)
744 (696)
62 (56)

70 (150)

159 (410)
478 (130)
51 (70)

Pima Rd and Via De Ventura

2

C C

30 (123)
94 (574)
20 (60)

Pima Rd

96 (77)
391 (583)
61 (75)

7 (14)
596 (613)
23 (10)

600 (225)

C C
73 (64)
187 (227)
49 (32)

1

33 (23)
344 (473)
49 (102)

58 (210)

C D
228 (390)
465 (644)
18 (120)

109 (165)
122 (299)
20 (22)

129 (98)
133 (337)
32 (55)

632 (341)
278 (526)
20 (30)

5 (8)
567 (418)
18 (67)

NB L101

NB L101 and Indian Bend Rd

Figure D-2
Pima Freeway Corridor Study Intersections 2009 Peak Hour Traffic Volumes and LOS
Note: *Volumes shown are estimated based on relevant studies conducted within the study area.
Source: HDR Engineering, Inc., 2009.
Date: October 6, 2009.

235 (298)
1 (3)
200 (160)

269 (295)
9 (2)
4 (4)

304 (463)
5 (5)

C D

C C

NB L101 and McDonald Dr *

418 (479)
1 (11)
52 (70)

C C

NB L101

C D

SB L101

SB L101 and McDowell Rd

XX (YY) AM (PM) Peak
X Y

AM (PM) LOS

X

Intersection ID

SB L101 and Thomas Rd

C C

22

653 (391)
1 (2)
15 (34)

21

NB L101

NB L101 and McDowell Rd

20

SB L101

E C
250 (567)
242 (1471)

442 (1634)
325 (912)

Dirt

19

753 (77)
1216 (284)

1753 (650)
106 (25)

C B
404 (340)
47 (169)

448 (457)
473 (638)

NB L101 and Indian School Rd

533 (197)
3 (3)
50 (404)

SB L101 and Indian School Rd

56 (8)
132 (85)

NB L101
NB L101 and Thomas Rd

301 (245)
4 (1)
105 (247)

SB L101

NB L101 and Chaparral Rd *

B C
480 (523)
1 (1)
6 (14)

18

NB L101

753 (491)
15 (25)

D D
360 (442)
93 (205)

401 (577)
320 (548)

17

SB L101 and Chaparral Rd *

71 (40)
93 (54)

558 (557)
15 (20)

16

SB L101

636 (431)
1 (3)
49 (8)

SB L101 and McDonald Dr *

15

NB L101

338 (402)
1 (12)
3 (52)

14

SB L101

831 (875)
230 (194)

309 (468)
0 (0)

466 (455)
416 (407)

285 (423)
746 (597)
297 (313)
10 (44)
205 (183)

D D
470 (459)

D C
134 (298)
218 (815)

247 (866)
197 (470)

23

452 (128)
843 (291)

1124 (380)
142 (141)

SB L101

SB L101 and McKellips Rd

24

423 (230)
2 (1)
87 (174)

B B

13

83 (130)
250 (305)

522 (405)
25 (213)

NB L101

NB L101 and McKellips Rd

Figure D-2 (cont)
Pima Freeway Corridor Study Intersections 2009 Peak Hour Traffic Volumes and LOS
Note: *Volumes shown are estimated based on relevant studies conducted within the study area.
Source: HDR Engineering, Inc., 2009.
Date: October 6, 2009.

28b

120 (242)
168 (752)
5 (1)

92nd St

92nd St and McKellips Rd

10 (7)
2 (3)
3 (22)

32

1 (9)
46 (131)
10 (51)

XX (YY) AM (PM) Peak
X Y

AM (PM) LOS

X

Intersection ID

Dobson Rd

Dobson Rd and Chaparral Rd

11 (23)

45 (51)

28a

92nd St

92nd St and McDowell Rd

1 (5)
5 (2)
2 (0)

A A
169 (169)
32 (32)
2 (2)

31

Dobson Rd and Via De Ventura

Dobson Rd

Dobson Rd and Indian Bend Rd

Traffic Data
Not Available

A A

33

92nd St and McDonald Dr

30

1 (7)
160 (7)
3 (2)

80 (2)
3 (1)
3 (2)

Traffic Data
Not Available

Traffic Data
Not Available

A A

29

92nd St and McDowell Rd

92nd St and Thomas Rd

54 (71)
1199 (215)
3 (4)

5 (2)
1 (1)
4 (2)

Traffic Data
Not Available

92nd St

214 (1441)
32 (95)

1 (0)
6 (6)
1 (1)

92nd St and Indian School Rd

27

A A

98 (98)
3 (3)
5 (5)

92nd St

91 (202)
1 (1)
30 (124)

92nd St and Chaparral Rd

26

22 (12

Dirt

1893 (294)
16 (19)

A A
21 (5)
68 (148)
7 (19)

56 (11)
34 (9)
1 (1)

A B
95 (197)
4 (16)

92nd St

1 (3)
122 (69)
1 (2)

142 (82)
9 (2)

A B
217 (74)
734 (429)

25

20 (13)
6 (24)
1 (5)

9 (204)
247 (5)

34 (3)

6 (13)

29 (26)

Dirt

34

Dobson Rd and Via Linda Rd

Figure D-2 (cont)
Pima Freeway Corridor Study Intersections 2009 Peak Hour Traffic Volumes and LOS
Note: *Volumes shown are estimated based on relevant studies conducted within the study area.
Source: HDR Engineering, Inc., 2009.
Date: October 6, 2009.