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Highway Engineering

Highway Engineering
Bottom most layer of pavement is known as

sub-base course
subgrade
base course
wearing course

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

mastic asphalt
sheet asphalt
rolled asphalt
bituminous carpet

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Highway Engineering
In highway construction, rolling starts from

Center and proceed to sides
Any of the above
One side and proceed to other side
Sides and proceed to center

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

CBR method
Benkelman beam method
Westergaard method
group index method

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Highway Engineering
For design, that length of transition curve should be taken which is

smaller of (A) and (B)
based on rate of change of super elevation
higher of (A) and (B)
based on allowable rate of change of centrifugal acceleration

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Highway Engineering
The maximum design gradient for vertical profile of a road is

exceptional gradient
ruling gradient
minimum gradient
limiting gradient

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