MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
5th Edition
ISBN: 9781305581159
Author: Nicholas J. Garber; Lester A. Hoel
Publisher: Cengage Learning US
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Chapter 15, Problem 21P
To determine

(a)

Minimum length of crest vertical curves

To determine

(b)

The minimum length of sag vertical curve.

To determine

(c)

Maximum super elevation.

To determine

(d)

Maximum degree of curve.

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Design a horizontal curve for the highway by computing the radius and stationing of PC and PT using the following data, # of lanes = 2 Width per lane = 12 ft Pl is at station 120+20 Design speed is 60 mi/h Superelevation = 0.06 ft/ft Central angle of the curve = 37 degrees
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(b) For the safe road design and smooth traffic flow, combination of transition and circular curve will be constructed to combine two tangent line that have bearing of N 70° E (entry tangent) and S 80° E (exit tangent) respectively. With the aid of sketch, design the minimum length of transition curve and circular curve that has the following characteristics • Design speed = 110 km/hr coefficient of side friction, f= 0.15 Superelevation, e = 5 % • Radial acceleration, c = 0.9 m/s³
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