1- Using the Webster method, determine the optimum cycle length and the effective green time for each phase. 2- Determine the average vehicle delay for each traffic lane. 3- Evaluate the level of service (LOS) for each traffic lane.
1- Using the Webster method, determine the optimum cycle length and the effective green time for each phase. 2- Determine the average vehicle delay for each traffic lane. 3- Evaluate the level of service (LOS) for each traffic lane.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Three-phase a pretimed signalized system for T- intersection, the total lost time per phase is 15 sec.
Given that PHF for intersection is 0.91. The table below shows information for all movements
included in each phase. (Assume the intersection is isolated, and the traffic flow accounts for the
peak 15-min period, and there is no initial queue at the start of the analysis period.)
1
Phase
Direction
Lane group
Number of Lanes
Volume (veh/h)
2
Northbound Southbound Northbound
LT
TH & RT
ΤΗ
I
I
250
1800
390
1800
1
270
1600
2-
Determine the average vehicle delay for each traffic lane.
3- Evaluate the level of service (LOS) for each traffic lane.
3
Westbound
LT
1
250
2500
Saturation flow (veh/lane/hr)
1-
Using the Webster method, determine the optimum cycle length and the effective green time
for each phase.
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