How many feet below railway should curve pvi be located

Reference no: EM13302429

An existing high-way railway at-grade crossing is being redesigned as a grade seperated to improve traffic operations. the railway must remain at the same elevation. the highway is being reconstructed to travel under the railway. the underpass will be a sag curve that connects to 2.25% tangent sections on both ends, and the PVI will be centered under the railway ( a symmetrical alignment). the sag curve design speed is 45 mi/h. how many feet below the railway should the curve PVI be located?

Reference no: EM13302429

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