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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 20
1 in 30

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Highway Engineering
On a single lane road with two way traffic, the minimum stopping sight distance is equal to

three times the stopping distance
stopping distance
two times the stopping distance
half the stopping distance

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

satisfactory for road surfacing
strong
exceptionally strong
unsuitable for road surfacing

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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
Which of the following represents hardest grade of bitumen ?

30/40
60/70
80/100
100/120

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Highway Engineering
The desirable length of overtaking zone as per IRC recommendation is equal to

three times the overtaking sight distance
two times the overtaking sight distance
five times the overtaking sight distance
overtaking sight distance

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