APPROACH

EXISTING INTERSECTION GEOMETRY AND SIGNAL TIMING PLAN

EXISTING TRAFFIC VOLUMES

(November 2004)

BACKGROUND TRAFFIC VOLUMES

FUTURE TRAFFIC VOLUMES (PROPOSED ACCESS SCENARIO 1)

FUTURE TRAFFIC VOLUMES (PROPOSED ACCESS

SCENARIO 2)

DELAY (SEC/VEH)

LOS

DELAY (SEC/VEH)

LOS

DELAY (SEC/VEH)

LOS

DELAY (SEC/VEH)

LOS

EB

34.1

C

35.4

D

37.4

D

35.7

D

WB

32.3

C

33.0

C

33.7

C

33.3

C

NB

23.8

C

24.4

C

24.3

C

25.6

C

SB

22.8

C

23.1

C

23.2

C

23.3

C

Overall
Intersection

29.4

C

30.2

C

31.1

C

30.7

C