The table below shows the design flow rate and saturation flow rate for a major intersection on a highway. Using the Webster method, determine the optimum cycle length for the intersection and also determine the green time for each phase. Design Flow Rate (pcu/hr) Through Saturation Flow Rate (pcu/hr) Through Phase Intergreen period (sec) Left Left 976 234 3700 1615 3.5 B. 676 135 3700 1615 3.5 C 194 26 3700 1615 3.5 322 371 3700 1615 3.5
The table below shows the design flow rate and saturation flow rate for a major intersection on a highway. Using the Webster method, determine the optimum cycle length for the intersection and also determine the green time for each phase. Design Flow Rate (pcu/hr) Through Saturation Flow Rate (pcu/hr) Through Phase Intergreen period (sec) Left Left 976 234 3700 1615 3.5 B. 676 135 3700 1615 3.5 C 194 26 3700 1615 3.5 322 371 3700 1615 3.5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![25
The table below shows the design flow rate and saturation flow rate for a major intersection on a highway.
Using the Webster method, determine the optimum cycle length for the intersection and also determine the
green time for each phase.
Design Flow Rate (pcu/hr)
Through
Phase
Saturation Flow Rate (pcu/hr)
Intergreen
period (sec)
Left
Through
Left
A
976
234
3700
1615
3.5
676
135
3700
1615
3.5
194
26
3700
1615
3.5
322
371
3700
1615
3.5](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe2e11f7e-5a94-48aa-a182-fd12534f3803%2Fc7702874-58c0-4b74-aac0-03ba0748f681%2Frxm1wt_processed.jpeg&w=3840&q=75)
Transcribed Image Text:25
The table below shows the design flow rate and saturation flow rate for a major intersection on a highway.
Using the Webster method, determine the optimum cycle length for the intersection and also determine the
green time for each phase.
Design Flow Rate (pcu/hr)
Through
Phase
Saturation Flow Rate (pcu/hr)
Intergreen
period (sec)
Left
Through
Left
A
976
234
3700
1615
3.5
676
135
3700
1615
3.5
194
26
3700
1615
3.5
322
371
3700
1615
3.5
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