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Highway Engineering

Highway Engineering
Compared to a level surface, on a descending gradient the stopping sight distance is

more
same
dependent on the speed
less

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Highway Engineering
Bottom most layer of pavement is known as

wearing course
sub-base course
base course
subgrade

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Highway Engineering
The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is

100000
1000
10000
1000000

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Highway Engineering
Flexible pavement distribute the wheel load

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

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

50cm
30 cm
10 cm
20 cm

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

Westergaard method
CBR method
Benkelman beam method
group index method

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