Q9:- For the following intersection, it has been decided to use a traffic signal device. The intersection has the following data: Flow/ Direction Actual flow (veh/hr) North South West 490 480 400 Saturation flow (veh/hr) 2100 2100 East 450 2000 2000 Amber time 3 sec, without all-red time; starting delay=2.5 sec. Use a 4-phase signalized intersection; draw the timing diagram for each phase?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q9:- For the following intersection, it has been decided to use a traffic signal device. The
intersection has the following data:
Flow/ Direction
Actual flow (veh/hr)
North South
490 480
Saturation flow (veh/hr) 2100 2100
West
East
400
450
2000 2000
Amber time 3 sec, without all-red time; starting delay=2.5 sec. Use a 4-phase
signalized intersection; draw the timing diagram for each phase?
Transcribed Image Text:Q9:- For the following intersection, it has been decided to use a traffic signal device. The intersection has the following data: Flow/ Direction Actual flow (veh/hr) North South 490 480 Saturation flow (veh/hr) 2100 2100 West East 400 450 2000 2000 Amber time 3 sec, without all-red time; starting delay=2.5 sec. Use a 4-phase signalized intersection; draw the timing diagram for each phase?
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