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Highway Engineering

Highway Engineering
Coefficient of friction is less when the pavement surface is

rough
smooth and wet
smooth and dry
dry

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Highway Engineering
The thickness of bituminous carpet varies from

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

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Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

60m
180m
120m
30m

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Highway Engineering
Tyre pressure influences the

both the above
quality of surface course
None of these
total depth of pavement

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Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 30
1 in 12
1 in 20
1 m 15

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Highway Engineering
Bottom most layer of pavement is known as

sub-base course
wearing course
subgrade
base course

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