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Highway Engineering

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

0.03
0.025
0.04
0.02

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Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 30
1 in 12
1 m 15
1 in 20

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

less
dependent on the speed
more
same

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Highway Engineering
The shape of the camber, best suited for cement concrete pavements, is

straight line
parabolic
combination of straight and parabolic
elliptical

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Highway Engineering
The absolute minimum radius of curve for safe operation for a speed of 110 kmph is

110 m
577 m
220 m
440 m

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Highway Engineering
Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be

less-than 40°C
None of these
greater than 40°C
equal to 40°C

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