On a two-lane signalized intersection approach that has a peak 15-minute arrival rate of 900 vph, a prevailing saturation flow rate of 1800 vph per lane, a cycle length of 60 seconds, and an effective green time of 30 seconds, the volume/capacity ratio is: a. 0.50 b. 0.58 c. 0.86 d. 1.16
On a two-lane signalized intersection approach that has a peak 15-minute arrival rate of 900 vph, a prevailing saturation flow rate of 1800 vph per lane, a cycle length of 60 seconds, and an effective green time of 30 seconds, the volume/capacity ratio is: a. 0.50 b. 0.58 c. 0.86 d. 1.16
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter8: Intersection Control
Section: Chapter Questions
Problem 17P
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