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 7P
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![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F379782e3-36e2-4b06-9a33-e2601af30423%2F57bef788-60db-439c-a241-ce645e0d2bf0%2F6wvrxxe_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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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