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Q3/ Given the following vertical curve data: pvl at 19+00,L-500 ft g1=+2.5%, g2= -1% and elevation at pvl=723.86 ft, compute the elevations on the curve at even full station(that is, 100 ft even station).

Q3/ Given the following vertical curve data: pvl at 19+00,L-500 ft g1=+2.5%, g2= -1% and elevation at pvl=723.86 ft, compute the elevations on the curve at even full station(that is, 100 ft even station).

Traffic and Highway Engineering
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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Q3/ Given the following vertical curve data: pvl at 19+00,L-500 ft g1=+2.5%, g2= -1% and elevation at pvl=723.86 ft, compute the elevations on the curve at even full station(that is,100 ft even station).
Transcribed Image Text:Q3/ Given the following vertical curve data: pvl at 19+00,L-500 ft g1=+2.5%, g2= -1% and elevation at pvl=723.86 ft, compute the elevations on the curve at even full station(that is,100 ft even station).
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