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Highway Engineering

Highway Engineering
Compared to a level surface, on a descending gradient the stopping sight distance is

same
less
more
dependent on the speed

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Highway Engineering
The minimum design speed for hairpin bends in hill roads is taken as

40 kmph
20 kmph
30 kmph
50 kmph

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Highway Engineering
Camber in the road is provided for

effective drainage
having proper sight distance
counteracting the centrifugal force
None of these

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Highway Engineering
In case of hill roads, the extra widening is generally provided

one-fourth on inner side and three-fourth on outer side of the curve
fully on the inner side of the curve
equally on inner and outer sides of the curve
fully on the outer side of the curve

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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
Stopping sight distance is always

equal to overtaking sight distance
None of these
more than overtaking sight distance
less than overtaking sight distance

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