The common tangent CD of a reversed curve is 280.5 m. and has an azimuth of 312°29' BC is a tangent of the first curve whose azimuth is 252° 45'. DE is a tangent of the second curve whose azimuth is 218° 13'. The radius of the curve is 180 m. The P.I.1 is at sta. 16 +523.37. B is at P.C. and E is at P.T. a.) What is the stationing of the P.C. b.) What is the stationing of the P.R.C. c.) What is the stationing of the P.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
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The common tangent CD of a reversed curve is 280.5 m. and has an azimuth of 312°29'
BC is a tangent of the first curve whose azimuth is 252° 45'. DE is a tangent of the second curve
whose azimuth is 218° 13'. The radius of the curve is 180 m. The P.I.₁ is at sta. 16 + 523.37. B is
at P.C. and E is at P.T.
a.) What is the stationing of the P.C.
b.) What is the stationing of the P.R.C.
c.) What is the stationing of the P.C.
Transcribed Image Text:The common tangent CD of a reversed curve is 280.5 m. and has an azimuth of 312°29' BC is a tangent of the first curve whose azimuth is 252° 45'. DE is a tangent of the second curve whose azimuth is 218° 13'. The radius of the curve is 180 m. The P.I.₁ is at sta. 16 + 523.37. B is at P.C. and E is at P.T. a.) What is the stationing of the P.C. b.) What is the stationing of the P.R.C. c.) What is the stationing of the P.C.
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