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Highway Engineering

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

60m
120m
180m
30m

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Highway Engineering
As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is

10 lux
15 lux
30 lux
20 lux

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Highway Engineering
To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

8 kmph
16kmph
20 kmph
12kmph

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

1 %
0.1 %
10%
no compensation

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Highway Engineering
In CBR test the value of CBR is calculated at

both 2.5 mm and 5.0 mm penetrations
7.5 mm penetration only
5.0 mm penetration only
2.5 mm penetration only

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

less
same
more
dependent on the speed

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