Answer the following: True/False: Adjusting the yellow interval at an intersection may be used to address dilemma zone at a signalized intersection approach. True/False: Using a peak hour factor of 0.95 or higher when determining critical cycle length ensures that during peak hour there is as little unused green time as possible. True/False: Traffic treatment of channelized right turns is not addressed in the HCM as a deterministic treatment. True/False: MUTCD traffic signal warrant provide option for using lower volume thresholds for signalizing intersections in isolated rural communities.
Answer the following: True/False: Adjusting the yellow interval at an intersection may be used to address dilemma zone at a signalized intersection approach. True/False: Using a peak hour factor of 0.95 or higher when determining critical cycle length ensures that during peak hour there is as little unused green time as possible. True/False: Traffic treatment of channelized right turns is not addressed in the HCM as a deterministic treatment. True/False: MUTCD traffic signal warrant provide option for using lower volume thresholds for signalizing intersections in isolated rural communities.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter8: Intersection Control
Section: Chapter Questions
Problem 24P
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Answer the following:
True/False: Adjusting the yellow interval at an intersection may be used to address dilemma zone at a signalized intersection approach.
True/False: Using a peak hour factor of 0.95 or higher when determining critical cycle length ensures that during peak hour there is as little unused green time as possible.
True/False: Traffic treatment of channelized right turns is not addressed in the HCM as a deterministic treatment.
True/False: MUTCD traffic signal warrant provide option for using lower volume thresholds for signalizing intersections in isolated rural communities.
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