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Highway Engineering

Highway Engineering
One degree of curve is equivalent to (where R is the radius of curve in meters.)

1700/R
1600/R
1850/R
1750/R

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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

120m
60m
180m
30m

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

0.04
0.03
0.02
0.025

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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 %
4%
6%
5 %

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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 number of vehicles can be parked with

30° angle parking
45° angle parking
parallel parking
90° angle parking

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