QUESTION 1 During one hour, 1800 pedestrians passed by the observation point on the pedestrian walkway. The flow appeared to be relatively consistent over the hour (i.e. PHF=0.90) without distinct platoons. The effective walkway width was 5 f t. Pedestrian were moving at roughly 4.25 ft/sec. Based on the observed average spacing (ft²/ped) determine the pedestrian LOS. A B ΟΕ OF

QUESTION 1 During one hour, 1800 pedestrians passed by the observation point on the pedestrian walkway. The flow appeared to be relatively consistent over the hour (i.e. PHF=0.90) without distinct platoons. The effective walkway width was 5 f t. Pedestrian were moving at roughly 4.25 ft/sec. Based on the observed average spacing (ft²/ped) determine the pedestrian LOS. A B ΟΕ OF

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter10: Capacity And Level Of Service At Signalized Intersections

Section: Chapter Questions

Problem 9P

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QUESTION 8 During one hour, 1800 pedestrians passed by the observation point on the pedestrian walkway. The flow appeared to be relatively consistent over the hour (i.e. PHF=0.90). The effective walkway width was 5 ft. Based on the pedestrian flow per unit width (p/ft/min), at what LOS was the walkway operating, assuming no platooning. O A B с D ΟΕ OF
QUESTION 7 During one hour, 1800 pedestrians passed by the observation point on the pedestrian walkway. The flow appeared to be relatively consistent over the hour (i.e. PHF=0.90). The effective walkway width was 5 ft. Based on the pedestrian flow per unit width (p/ft/min), at what LOS was the walkway operating, assuming there were platoons of pedestrians. O A B E OF
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