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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
30m
120m
60m

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Highway Engineering
If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is

3000 vehicles per hour
2000 vehicles per hour
2500 vehicles per hour
1500 vehicles per hour

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Highway Engineering
In highway construction, rolling starts from

One side and proceed to other side
Any of the above
Sides and proceed to center
Center and proceed to sides

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Highway Engineering
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

1 in 48
1 in 30
1 in 36
1 in 60

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Highway Engineering
The suitable surfacing material for a bridge deck slab is

sheet asphalt
rolled asphalt
mastic asphalt
bituminous carpet

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Highway Engineering
The camber of road should be approximately equal to

longitudinal gradient
two times the longitudinal gradient
three times the longitudinal gradient
half the longitudinal gradient

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