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Highway Engineering

Highway Engineering
Compared to a level surface, on a descending gradient the stopping sight distance is

same
more
dependent on the speed
less

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Highway Engineering
Creep is the

Lateral movement of rail
Difference in level of two rails
Vertical movement of rail
Longitudinal movement of rail

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

Westergaard method
Benkelman beam method
CBR method
group index method

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

practical capacity
theoretical capacity
basic capacity
possible capacity

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

3.8 NV”2
0.38 N V3/2
3.8 (NV3)”2
0.38 (NV3)”2

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Highway Engineering
The suitable surfacing material for a bridge deck slab is

bituminous carpet
sheet asphalt
mastic asphalt
rolled asphalt

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