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Highway Engineering

Highway Engineering
Penetration test on bitumen is used for determining its

Viscosity
Temperature susceptibility
Ductility
Grade

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Highway Engineering
The most suitable equipment for compacting clayey soils is a

smooth wheeled roller
sheep foot roller
pneumatic tyred roller
vibrator

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Highway Engineering
The camber of shoulders in water bound macadam roads is

equal to the cross slope of pavement
zero
less than the cross slope of pavement
greater than the cross slope of pavement

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Highway Engineering
The terrain may be classified as rolling terrain if the cross slope of land is

between 25% and 60%
more than 60%
between 10% and 25%
upto 10%

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Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

60m
180m
120m
30m

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Highway Engineering
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

120 kmph
60 kmph
80 kmph
100 kmph

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