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Highway Engineering

Highway Engineering
The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is

10%
1 %
0.1 %
no compensation

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Highway Engineering
The camber for hill roads in case of bituminous surfacing is adopted as

0.02
0.04
0.03
0.025

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Highway Engineering
If the group index value of subgrade is between 5 and 9, then the subgrade is treated as

fair
good
very poor
poor

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Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

30m
60m
120m
180m

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

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

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Highway Engineering
With increase in speed of the traffic stream, the minimum spacing of vehicles

decreases
first increases and then decreases after reaching a maximum value at optimum speed
first decreases and then increases after reaching a minimum value at optimum speed
increases

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