Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Transcribed Image Text:5
Horizontal Alignment
Two straight sections of road are to be linked by a wholly transitional curve comprising two clothoid spiral
curves with differing rates of gain of radial acceleration.
Deflection angle between the two straight sections of road
Design Speed
e >
Rate of gain of radial acceleration for entry transition curve
Rate of gain of radial acceleration for exit transition curve
q1
92
Answers required:
a)
b)
What is the value of the point radius where the two transition curves meet?
What is the distance between the horizontal intersection point where the two straight sections of
road intersect, and the centre of the circle of which the point radius mentioned in part (a) above
is a part?
Transcribed Image Text:Given Data
•
Deflection angle: $ = 40°
•
Design speed: V = 85 km/h
•
Rate of gain of radial acceleration for entry transition curve: 91
=
0.400 m/s3
•
Rate of gain of radial acceleration for exit transition curve: 92 = 0.570 m/s3
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