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Highway Engineering

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

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

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Highway Engineering
Which of the following methods is preferred for collecting origin and destination data for a small area like a mass business center or a large intersection ?

home interview method
road side interview method
return postcard method
license plate method

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Highway Engineering
The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is

3
7
5
0

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Highway Engineering
When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in

revolving
skidding
turning
slipping

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Highway Engineering
If aggregate impact value is 20 to 30 percent, then it is classified as

unsuitable for road surfacing
exceptionally strong
strong
satisfactory for road surfacing

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

10%
no compensation
0.1 %
1 %

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