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Highway Engineering

Highway Engineering
Coefficient of friction is less when the pavement surface is

rough
dry
smooth and dry
smooth and wet

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Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

20%
25%
15%
75%

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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

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

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Highway Engineering
As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is

equal to camber
1 in 10
1 in 12.5
1 in 15

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Highway Engineering
For rapid curing cutbacks, the oil used is

gasoline
heavy diesel
light diesel
kerosene oil

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

ruling gradient
minimum gradient
exceptional gradient
limiting gradient

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