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Highway Engineering

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

30 cm
50cm
10 cm
20 cm

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Highway Engineering
Creep is the

Lateral movement of rail
Vertical movement of rail
Difference in level of two rails
Longitudinal movement of rail

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Highway Engineering
If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be

6%
4%
5 %
3 %

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

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

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Highway Engineering
The stopping sight distance depends upon

efficiency of brakes
speed of vehicle
All of these
total reaction time of driver

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MORE MCQ ON Highway Engineering

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