Question: CE 3 5 0 0 - Transportation Engineering S 2 4 Geometric Design of Highways: Lab 1 0 Problem 1 : Vertical Alignment A 6

CE 3500- Transportation Engineering S24 Geometric Design of Highways: Lab 10
Problem 1: Vertical Alignment
A 600-ft sag vertical curve has the PVC at station 170+00 and elevation of 1,000ft. The initial grade is -3.5% and the final grade is +0.5%. Determine the stations and elevations of the PVI, PVT and lowest point on the curve.
CE 3 5 0 0 - Transportation Engineering S 2 4

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