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Highway Engineering

Highway Engineering
If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be

3 %
5 %
4%
6%

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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

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

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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
On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be

less than the pressure on inner wheels
zero
equal to the pressure on inner wheels
more than the pressure on inner wheels

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Highway Engineering
The recommended grade of tar for grouting purpose is

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

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

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

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