The normal flows on two approach roads at an intersection are respectively 500 pcu/h and 300 pcu/h. The corresponding saturation flow is 1600 pcu/h on each road. The total Lost time per single cycle is 16 s. The optimum ycle time by Webster's method is

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter4: Traffic Engineering Studies
Section: Chapter Questions
Problem 22P
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The normal flows on two
approach roads at an intersection
are respectively 500 pcu/h and
300 pcu/h. The corresponding
saturation flow is 1600 pcu/h on
each road. The total Lost time per
single cycle is 16 s. The optimum
cycle time by Webster's method is
Transcribed Image Text:The normal flows on two approach roads at an intersection are respectively 500 pcu/h and 300 pcu/h. The corresponding saturation flow is 1600 pcu/h on each road. The total Lost time per single cycle is 16 s. The optimum cycle time by Webster's method is
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