4) Traffic on the eastbound approach of a signalized intersection is traveling at 35 mi/hr, with a density of 46 veh/mi/In. The duration of the red signal indication for this approach is 30 sec. If the saturation flow is 1900 veh/h/In with a density of 52 veh/mi/In, and the jam density is 125 veh/mi/In, determine the following: (i) The length of the queue at the end of the red phase (ii) The maximum queue length (iii) The time it takes for the queue to dissipate after the end of the red indication.
4) Traffic on the eastbound approach of a signalized intersection is traveling at 35 mi/hr, with a density of 46 veh/mi/In. The duration of the red signal indication for this approach is 30 sec. If the saturation flow is 1900 veh/h/In with a density of 52 veh/mi/In, and the jam density is 125 veh/mi/In, determine the following: (i) The length of the queue at the end of the red phase (ii) The maximum queue length (iii) The time it takes for the queue to dissipate after the end of the red indication.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter6: Fundamental Principles Of Traffic Flow
Section: Chapter Questions
Problem 15P
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![4) Traffic on the eastbound approach of a signalized intersection is traveling at 35 mi/hr, with a
density of 46 veh/mi/In. The duration of the red signal indication for this approach is 30 sec. If
the saturation flow is 1900 veh/h/In with a density of 52 veh/mi/In, and the jam density is 125
veh/mi/In, determine the following:
(i) The length of the queue at the end of the red phase
(ii) The maximum queue length
(iii) The time it takes for the queue to dissipate after the end of the red indication.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb2437087-c23d-49b7-b57a-bf3585150fb1%2Fbb69d948-b575-4640-b82e-036509ea854d%2Fhzmtq3q_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4) Traffic on the eastbound approach of a signalized intersection is traveling at 35 mi/hr, with a
density of 46 veh/mi/In. The duration of the red signal indication for this approach is 30 sec. If
the saturation flow is 1900 veh/h/In with a density of 52 veh/mi/In, and the jam density is 125
veh/mi/In, determine the following:
(i) The length of the queue at the end of the red phase
(ii) The maximum queue length
(iii) The time it takes for the queue to dissipate after the end of the red indication.
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