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Highway Engineering

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

dependent on the speed
more
less
same

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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

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

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Highway Engineering
The recommended grade of tar for grouting purpose is

RT-2
RT-1
RT-3
RT-5

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

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

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Highway Engineering
In hill roads the side drains arc provided

only on the hill side of road
only on the opposite side of hill
on both sides of road
None of these

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

limiting gradient
minimum gradient
ruling gradient
exceptional gradient

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