Horizontal highway curve: Given Pl at 10 + 71.78, A = 36°10'30", and R = 1,150 ft, compute the deflections to the nearest second for the even 100 ft stations (means stations 7+00, 8+00, 9+ 00, etc.) as well as for the beginning and end of the curve.

Horizontal highway curve: Given Pl at 10 + 71.78, A = 36°10'30", and R = 1,150 ft, compute the deflections to the nearest second for the even 100 ft stations (means stations 7+00, 8+00, 9+ 00, etc.) as well as for the beginning and end of the curve.

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 16P

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Question

Horizontal highway curve: Given Pl at 10 + 71.78, A = 36°10'30", and R = 1,150 ft, compute the
deflections to the nearest second for the even 100 ft stations (means stations 7+ 00, 8+ 00, 9+
00, etc.) as well as for the beginning and end of the curve.

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