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Highway Engineering

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

180m
120m
30m
60m

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Highway Engineering
Which of the following is indicated by a warning sign ?

overtaking prohibited
no parking
end of speed limit
level crossing

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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

5 %
4%
3 %
6%

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Highway Engineering
The maximum spacing of contraction joints in rigid pavements is

5.5m
3.5 m
4.5 m
2.5 m

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

dependent on the speed
more
same
less

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

Westergaard method
Benkelman beam method
CBR method
group index method

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