Calculated (not rounded) clearance interval for an intersection approach of 50 mph that needs to cross 45 ft of intersection width.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A) Calculated (not rounded) clearance interval for an intersection approach of 50 mph that needs to cross 45 ft of intersection width.

B) If a roadway has an AADT of 25000 vehicles, of which 2000 occur during the peak hour, what is the k factor?

C) The stopped time delay for an intersection approach is 34.5 seconds. The control delay is most likely

D)An intersection approach has a capacity of 1600 vph. What is the likely queue at the end of an hour if the 15 minute vehicle arrivals are 350, 500, 300, and 500?

E)A roadway has a measured flow of 2400 vphpl and SMS of 60 mph, what is the density and LOS? 

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