adient and -3% gradient intersect 31.000m. Assuming the length of evel at station value (chainage) 50 places and in units of meters.

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 7P
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A +2% gradient and -3% gradient intersect at a VPI with chainage 800.000m and elevation above
datum of 31.000m. Assuming the length of the vertical crest curve is 700.000m, calculate the
finished level at station value (chainage) 500.000m. Note: Your answer should be provided to THREE
decimal places and in units of meters.
Transcribed Image Text:A +2% gradient and -3% gradient intersect at a VPI with chainage 800.000m and elevation above datum of 31.000m. Assuming the length of the vertical crest curve is 700.000m, calculate the finished level at station value (chainage) 500.000m. Note: Your answer should be provided to THREE decimal places and in units of meters.
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