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Highway Engineering

Highway Engineering
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

1 in 36
1 in 30
1 in 48
1 in 60

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Highway Engineering
When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in

revolving
turning
slipping
skidding

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Highway Engineering
For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm)

7.768 cm
0.168 cm
7.432 cm
-0.168 cm

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Highway Engineering
Reaction time of a driver

increases with increase in speed
None of these
is same for all speeds
decreases with increase in speed

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

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

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Highway Engineering
Maximum daily traffic capacity of bituminous pavements is

500 tonnes per day
2000 tonnes per day
1000 tonnes per day
1500 tonnes per day

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