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Highway Engineering

Highway Engineering
The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is

1 %
10%
0.1 %
no compensation

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Highway Engineering
The camber of road should be approximately equal to

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

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

4.5 m
3.5 m
2.5 m
5.5m

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

CBR method
group index method
Westergaard method
Benkelman beam method

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Highway Engineering
The maximum number of vehicles beyond which the rotary may not function efficiently is

500 vehicles per hour
5000 vehicles per hour
500 vehicles per day
5000 vehicles per day

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Highway Engineering
Which of the following represents a carpet of sand-bitumen mix without coarse aggregates ?

bituminous concrete
bituminous carpet
mastic asphalt
sheet asphalt

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