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Highway Engineering

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

0.02
0.03
0.025
0.04

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Highway Engineering
Reaction time of a driver

decreases with increase in speed
None of these
is same for all speeds
increases with increase in speed

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Highway Engineering
When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in

slipping
revolving
skidding
turning

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Highway Engineering
The method of design of flexible pavement as recommended by IRC is

Benkelman beam method
Westergaard method
group index method
CBR method

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

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

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Highway Engineering
Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is

1.0
10
0.5
2.0

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