Part A = A 600-ft curve, grades of g, -1.50% and 92 = -2.25%, VPI at station 38+00, and elevation 168.00 ft, stakeout at full stations. List station elevations, including BVC and EVC, for an equal-tangent parabolic curve for the data given. Give the elevations in order of increasing X. Express your answers in feet to five significant figures separated by commas. Elev = ΜΕ ΑΣΦ ved Submit Request Answer | ? ft

Part A = A 600-ft curve, grades of g, -1.50% and 92 = -2.25%, VPI at station 38+00, and elevation 168.00 ft, stakeout at full stations. List station elevations, including BVC and EVC, for an equal-tangent parabolic curve for the data given. Give the elevations in order of increasing X. Express your answers in feet to five significant figures separated by commas. Elev = ΜΕ ΑΣΦ ved Submit Request Answer | ? ft

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter14: Highway Surveys And Location

Section: Chapter Questions

Problem 14P

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Similar questions

The following table shows the stations and ordinates for a mass diagram. The free-haul distance is 600 ft. Overhaul cost is $12 per station yard. (a) Use the method of moments to compute the additional cost that must be paid to the contractor. (b) Sketch the ground profile if the finished grade of this roadway section is level (0 percent).

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ISBN:

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