A two-lane freeway is designed for mountain terrain. G₁ = +3.5%. G₂ = -1.5%. It is determined that the vertical curve length to be 600 ft. The horizontal alignment for the same freeway involves a circular curve, of which PC must happen 50 ft. before the highest point of the vertical curve. Suppose the station of PC is at 100+00. Use a superelevation rate of 4%. Find the station of PVC.

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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A two-lane freeway is designed for mountain terrain. G₁ = +3.5%. G₂ = -1.5%. It is determined
that the vertical curve length to be 600 ft. The horizontal alignment for the same freeway
involves a circular curve, of which PC must happen 50 ft. before the highest point of the vertical
curve. Suppose the station of PC is at 100+00. Use a superelevation rate of 4%. Find the station
of PVC.
Transcribed Image Text:A two-lane freeway is designed for mountain terrain. G₁ = +3.5%. G₂ = -1.5%. It is determined that the vertical curve length to be 600 ft. The horizontal alignment for the same freeway involves a circular curve, of which PC must happen 50 ft. before the highest point of the vertical curve. Suppose the station of PC is at 100+00. Use a superelevation rate of 4%. Find the station of PVC.
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