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Highway Engineering

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

40 kmph
30 kmph
20 kmph
50 kmph

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Highway Engineering
Maximum number of vehicles can be parked with

parallel parking
45° angle parking
30° angle parking
90° angle parking

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

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

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Highway Engineering
The camber for hill roads in case of bituminous surfacing is adopted as

0.03
0.025
0.04
0.02

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Highway Engineering
The binder normally used in flexible pavement construction is

bitumen
cement
None of these
lime

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

3.8 NV”2
0.38 N V3/2
0.38 (NV3)”2
3.8 (NV3)”2

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