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Highway Engineering

Highway Engineering
Which of the following is known as design capacity ?

possible capacity
basic capacity
theoretical capacity
practical capacity

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

3.5 m
2.5 m
5.5m
4.5 m

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Highway Engineering
The camber of road should be approximately equal to

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

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

smooth and wet
rough
dry
smooth and dry

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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
Tie bars in cement concrete pavements are at

longitudinal joints
expansion joints
contraction joints
warping joints

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