A freeway bottleneck location has a capacity of 5,000 veh/h. During a typical morning peak period, theactual demand flow rate arriving at the bottleneck is as follows:7:00-8:00 AM 4,500 veh/h8:00-8:30 AM 5,400 veh/h8:30-9:30 AM 6,000 veh/h9:30-10:00 AM 5,000 veh/h10:00-11:00 AM 4,500 veh/hAfter 11:00 AM 4,000 veh/ha. Draw of graph of demand versus capacity for the situation described.b. What is the size of the queue upstream of the bottleneck at 8:30 AM, 9:30 AM, 10:00 AM, and11:00 AM?c. At what time does the queue dissipate? A freeway bottleneck location has a capacity of 5,000 veh/h. During a typical morning peak period, theactual demand flow rate arriving at the bottleneck is as follows:7:00-8:00 AM8:00-8:30 AM8:30-9:30 AM9:30-10:00 AM4,500 veh/h5,400 veh/h6,000 veh/h5,000 veh/h4,500 veh/h4,000 veh/h10:00-11:00 AMAfter 11:00 AMa. Draw of graph of demand versus capacity for the situation described.b. What is the size of the queue upstream of the bottleneck at 8:30 AM, 9:30 AM, 10:00 AM, and11:00 AM?c. At what time does the queue dissipate?

a)The graph shows the demand flow rate and the capacity of the freeway bottleneck over time. The…

Answered: A freeway bottleneck location has a…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A freeway bottleneck location has a capacity of 5,000 veh/h. During a typical morning peak period, the actual demand flow rate arriving at the bottleneck is as follows: 7:00-8:00 AM 4,500 veh/h 8:00-8:30 AM 5,400 veh/h 8:30-9:30 AM 6,000 veh/h 9:30-10:00 AM 5,000 veh/h 10:00-11:00 AM 4,500 veh/h After 11:00 AM 4,000 veh/h a. Draw of graph of demand versus capacity for the situation described. b. What is the size of the queue upstream of the bottleneck at 8:30 AM, 9:30 AM, 10:00 AM, and 11:00 AM? c. At what time does the queue dissipate?