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Highway Engineering

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

smooth and wet
dry
smooth and dry
rough

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Highway Engineering
Flexible pavement distribute the wheel load

None of these
through a set of layers to the subgrade
directly to subgrade
through structural action

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Highway Engineering
If the group index value of subgrade is between 5 and 9, then the subgrade is treated as

poor
good
fair
very poor

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Highway Engineering
The binder normally used in flexible pavement construction is

lime
bitumen
None of these
cement

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

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

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Highway Engineering
Which of the following premix methods is used for base course ?

bituminous carpet
sheet asphalt
bituminous bound macadam
mastic asphalt

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