A Compound circular curve have: - R1= 290.75 m, A= 40' 14', C:-175 m, - 27' 40', Stat. P.C. = 50 + 10, P.C (500, 500), AZ.pcc-Pc = 275 22' 1- Stations of main points. 2- Coordinates of P.I., P.T., P.C.C.
A Compound circular curve have: - R1= 290.75 m, A= 40' 14', C:-175 m, - 27' 40', Stat. P.C. = 50 + 10, P.C (500, 500), AZ.pcc-Pc = 275 22' 1- Stations of main points. 2- Coordinates of P.I., P.T., P.C.C.
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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