Calculate the stopping sight distance over the crest of a 1,500-ft vertical curve with a plus grade of 4.4 percent and a minus grade of 2.3 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
Problem 21P
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Calculate the stopping sight distance over the crest of a 1,500-ft vertical curve with a plus
grade of 4.4 percent and a minus grade of 2.3 percent.
Transcribed Image Text:Calculate the stopping sight distance over the crest of a 1,500-ft vertical curve with a plus grade of 4.4 percent and a minus grade of 2.3 percent.
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