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Highway Engineering

Highway Engineering
Bottom most layer of pavement is known as

wearing course
base course
subgrade
sub-base course

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Highway Engineering
For highway geometric design purposes the speed used is

85th percentile
98 “”percentile
15th percentile
50 “”percentile

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Highway Engineering
The camber for hill roads in case of bituminous surfacing is adopted as

0.02
0.025
0.04
0.03

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Highway Engineering
On a single lane road with two way traffic, the minimum stopping sight distance is equal to

half the stopping distance
stopping distance
two times the stopping distance
three times the stopping distance

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Highway Engineering
The critical combination of stresses for corner region in cement concrete roads is

Load stress + warping stress + frictional stress
Load stress + warping stress
Load stress + frictional stress
Load stress + warping stress frictional stress

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Highway Engineering
The maximum design gradient for vertical profile of a road is

minimum gradient
limiting gradient
ruling gradient
exceptional gradient

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