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Vertical highway curve: Given PVI at 128 + 00, L = 1,000 ft, g1 = -5%, g2 = +4%, and PVI elevation = 457.25 ft, compute the elevations of the curve low point and the 100 ft stations (means stations 124+00, 125+00, etc. until reaching the end of the curve) as well as for the beginning and end of the curve.

Vertical highway curve: Given PVI at 128 + 00, L = 1,000 ft, g1 = -5%, g2 = +4%, and PVI elevation = 457.25 ft, compute the elevations of the curve low point and the 100 ft stations (means stations 124+00, 125+00, etc. until reaching the end of the curve) as well as for the beginning and end of the curve.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Vertical highway curve: Given PVI at 128 + 00, L = 1,000 ft, g1 = -5%, g2 = +4%, and PVI elevation
= 457.25 ft, compute the elevations of the curve low point and the 100 ft stations (means
stations 124+00, 125+00, etc. until reaching the end of the curve) as well as for the beginning
and end of the curve.    

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