Compute full-station elevations for an unequal- tangent vertical curve to fit the requirements below. A +3.50% grade meets a -3.25% grade at station 60+00 and elevation 1302.00 ft. Length of first curve 600 ft, second curve 400 ft. Part A List elevations from stations 54+00.00 to 60+00.00 of the first curve. Express your answers in feet to six significant figures separated by commas Elev = Submit Part B Elev = 15| ΑΣΦ Submit ↓↑ vec Request Answer List elevations from stations 60+ 00.00 to 64 + 00.00 of the second curve. Express your answers in feet to six significant figures separated by commas. IVE ΑΣΦ ↓↑ vec 3 Request Answer ? ft ? ft

Compute full-station elevations for an unequal- tangent vertical curve to fit the requirements below. A +3.50% grade meets a -3.25% grade at station 60+00 and elevation 1302.00 ft. Length of first curve 600 ft, second curve 400 ft. Part A List elevations from stations 54+00.00 to 60+00.00 of the first curve. Express your answers in feet to six significant figures separated by commas Elev = Submit Part B Elev = 15| ΑΣΦ Submit ↓↑ vec Request Answer List elevations from stations 60+ 00.00 to 64 + 00.00 of the second curve. Express your answers in feet to six significant figures separated by commas. IVE ΑΣΦ ↓↑ vec 3 Request Answer ? ft ? ft

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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