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Highway Engineering

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

30 kmph
20 kmph
50 kmph
40 kmph

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Highway Engineering
Tyre pressure influences the

both the above
total depth of pavement
None of these
quality of surface 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

zero
60m
64m
80m

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Highway Engineering
The absolute minimum radius of curve for safe operation for a speed of 110 kmph is

440 m
110 m
577 m
220 m

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

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Highway Engineering
Flexible pavement distribute the wheel load

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

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