Calculate the stopping sight distance on a highway at an ascending gradient of 2% for a design speed of 90kph with a total reaction time of 2.5 sec. and a coefficient of friction of 0.42.
Calculate the stopping sight distance on a highway at an ascending gradient of 2% for a design speed of 90kph with a total reaction time of 2.5 sec. and a coefficient of friction of 0.42.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter7: Intersection Design
Section: Chapter Questions
Problem 27P
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Calculate the stopping sight distance on a highway at an ascending gradient of 2% for a design speed of 90kph with a total reaction time of 2.5 sec. and a coefficient of friction of 0.42.
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