Horizontal Alignment An existing road with a design speed of 85 km/h passes from one tangent through a right-hand circular arc onto a second tangent, and then through a left-hand circular arc onto a third tangent which is parallel to the first. The circular arcs are joined to the straights by clothoid transition curves. Radius of both circular arcs 775m Rate of gain of radial acceleration on all transitions Length of straight between the two curves Length of both circular arcs 0.43 775m 250 m a) What is the perpendicular distance between the parallel straight sections? b) Using the same tangents and Intersection Points, the arc radii are increased to 2500m

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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Horizontal Alignment
An existing road with a design speed of 85 km/h passes from one tangent through a right-hand
circular arc onto a second tangent, and then through a left-hand circular arc onto a third tangent
which is parallel to the first. The circular arcs are joined to the straights by clothoid transition
curves.
Radius of both circular arcs
775m
Rate of gain of radial acceleration on all transitions
Length of straight between the two curves
Length of both circular arcs
0.43
775m
250 m
a) What is the perpendicular distance between the parallel straight sections?
b) Using the same tangents and Intersection Points, the arc radii are increased to 2500m
and the transition curves upgraded to a design speed of 120 km/h. How long is the
straight section between the two curves after this redesign?
Transcribed Image Text:3 Horizontal Alignment An existing road with a design speed of 85 km/h passes from one tangent through a right-hand circular arc onto a second tangent, and then through a left-hand circular arc onto a third tangent which is parallel to the first. The circular arcs are joined to the straights by clothoid transition curves. Radius of both circular arcs 775m Rate of gain of radial acceleration on all transitions Length of straight between the two curves Length of both circular arcs 0.43 775m 250 m a) What is the perpendicular distance between the parallel straight sections? b) Using the same tangents and Intersection Points, the arc radii are increased to 2500m and the transition curves upgraded to a design speed of 120 km/h. How long is the straight section between the two curves after this redesign?
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