ned for a maximum speed of 88 kph. The coefficient of friction between the tired and pavement is 0.40. What is the required super-elevation in percent?

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter15: Geometric Design Of Highway Facilities
Section: Chapter Questions
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67. A 12-degree simple curve is to be designed for a maximum speed of 88 kph. The coefficient of friction between the tired and pavement is 0.40. What is the required super-elevation in percent?
 
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