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Highway Engineering

Highway Engineering
The thickness of bituminous carpet varies from

20 to 25 mm
100 to 120 mm
75 to 100 mm
50 to 75 mm

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Highway Engineering
Reaction time of a driver

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

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Highway Engineering
The camber of road should be approximately equal to

half the longitudinal gradient
two times the longitudinal gradient
three times the longitudinal gradient
longitudinal gradient

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

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Highway Engineering
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

60 kmph
120 kmph
100 kmph
80 kmph

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Highway Engineering
The maximum spacing of contraction joints in rigid pavements is

4.5 m
5.5m
2.5 m
3.5 m

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