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Highway Engineering

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

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

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

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

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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
The shoulder provided along the road edge should be

rougher than the traffic lanes
of very low load bearing capacity
smoother than the traffic lanes
of same colour as that of the pavement

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Highway Engineering
The maximum allowable Los Angeles abrasion value for high quality surface course is

0.1
0.2
0.45
0.3

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Highway Engineering
Rigidity factor for a tyre pressure greater than 7 kg/cm² is

equal to 1
zero
greater than 1
less than 1

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