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Highway Engineering

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

30 kmph
50 kmph
20 kmph
40 kmph

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Highway Engineering
Bottom most layer of pavement is known as

sub-base course
wearing course
subgrade
base course

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Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

60m
80m
64m
zero

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Highway Engineering
Flexible pavement distribute the wheel load

directly to subgrade
through structural action
None of these
through a set of layers to the subgrade

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

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

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Highway Engineering
The binder normally used in flexible pavement construction is

bitumen
None of these
cement
lime

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