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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BT-
PC
/--
PI
LC
T
100
Da
R
R
PI
T
E
T
PC
MO
PT
LC
R
0
R
PT
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
Transcribed Image Text:BT- PC /-- PI LC T 100 Da R R PI T E T PC MO PT LC R 0 R PT 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
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