PI T PC A½- 100' LC BT- PT PC R R 0 Da R T E T MO PT LC 0 R FT Given: PI Station 107+67.90 A= 11° 00' 00" Da = 2° 30' 00" Compute the Radius (R), the Tangent (T), Length of Curve (L), Long Chord (LC), External (E), Middle Ordinate (MO), the station for the Point of Curvature (PC) and the Station for the Point of Tangency (PT). Compute in tabular form the deflection angles, the short chords and long chords to layout the curve at half stations (50 ft. interval
PI T PC A½- 100' LC BT- PT PC R R 0 Da R T E T MO PT LC 0 R FT Given: PI Station 107+67.90 A= 11° 00' 00" Da = 2° 30' 00" Compute the Radius (R), the Tangent (T), Length of Curve (L), Long Chord (LC), External (E), Middle Ordinate (MO), the station for the Point of Curvature (PC) and the Station for the Point of Tangency (PT). Compute in tabular form the deflection angles, the short chords and long chords to layout the curve at half stations (50 ft. interval
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter14: Highway Surveys And Location
Section: Chapter Questions
Problem 14P
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