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
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F96c83b20-48b1-42b5-a158-a447e892d6c8%2Fc19c2e9e-1cdc-4aa2-8e94-9b18763a601f%2Fovnzhzm_processed.jpeg&w=3840&q=75)
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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