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Highway Engineering

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

dry
smooth and dry
smooth and wet
rough

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Highway Engineering
In highway construction on super elevated curves, the rolling shall proceed from

lower edge towards the upper edge
upper edge towards the lower edge
sides towards the centre
centre towards the sides

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Highway Engineering
Number of cotters used in CST-9 sleepers is

2
5
4
3

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Highway Engineering
The stopping sight distance depends upon

total reaction time of driver
efficiency of brakes
speed of vehicle
All of these

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Highway Engineering
The drain which is provided parallel to roadway to intercept and divert the water from hill slopes is known as

Sloping drain
Cross drain
Catch-water drain
Side drain

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Highway Engineering
If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is

1000 vehicles per hour
2000 vehicles per hour
2500 vehicles per hour
2500 vehicles per day

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