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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

30m
180m
60m
120m

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Highway Engineering
Highway facilities are designed for

thirtieth highest hourly volume
annual average hourly volume
annual average daily traffic
peak hourly volume of the year

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Highway Engineering
When the width of car parking space and width of street are limited, generally preferred parking system is

65° angle parking
Parallel parking
45° angle parking
90° angle parking

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Highway Engineering
The shoulder provided along the road edge should be

of same colour as that of the pavement
smoother than the traffic lanes
rougher than the traffic lanes
of very low load bearing capacity

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Highway Engineering
The maximum design gradient for vertical profile of a road is

minimum gradient
limiting gradient
exceptional gradient
ruling gradient

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

CBR method
Benkelman beam method
Westergaard method
group index method

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