The back and forward tangents AV, and VB of a highway meet at station 35+75.00. The angle of intersection, I, is 29° 00'. It is desired to connect these two tangents by a circular curve whose degree of curve, by the chord definition, is Da=3° 30'. a) Calculate, R, the radius of this curve, T, the tangent distance, L, the length of the curve, M, the middle ordinate, E, the external distance, and the stations of the beginning of curve, A, and its end, B.

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 back and forward tangents AV, and VB of a highway meet at station
35+75.00. The angle of intersection, I, is 29° 00'. It is desired to
connect these two tangents by a circular curve whose degree of curve, by
the chord definition, is Da=3° 30'.
a) Calculate, R, the radius of this curve, T, the tangent distance, L,
the length of the curve, M, the middle ordinate, E, the external distance,
and the stations of the beginning of curve, A, and its end, B.
b) Calculate and tabulate all data required to lay out this curve in the
field by the deflection angles and chords method. Stations are 100 ft apart
Transcribed Image Text:The back and forward tangents AV, and VB of a highway meet at station 35+75.00. The angle of intersection, I, is 29° 00'. It is desired to connect these two tangents by a circular curve whose degree of curve, by the chord definition, is Da=3° 30'. a) Calculate, R, the radius of this curve, T, the tangent distance, L, the length of the curve, M, the middle ordinate, E, the external distance, and the stations of the beginning of curve, A, and its end, B. b) Calculate and tabulate all data required to lay out this curve in the field by the deflection angles and chords method. Stations are 100 ft apart
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