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Highway Engineering

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

120 kmph
60 kmph
100 kmph
80 kmph

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Highway Engineering
As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is

1 in 12.5
1 in 15
equal to camber
1 in 10

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

sheep foot roller
smooth wheeled roller
pneumatic tyred roller
vibrator

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Highway Engineering
The method of design of flexible pavement as recommended by IRC is

CBR method
Westergaard method
group index method
Benkelman beam method

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Highway Engineering
The ductility value of bitumen for suitability in road construction should not be less than

10 cm
30 cm
20 cm
50cm

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

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