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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

120m
180m
30m
60m

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Highway Engineering
Percentage of free carbon in bitumen is

less than that in tar
None of these
more than that in tar
equal to that in tar

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

dependent on the speed
less
same
more

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Highway Engineering
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

60 kmph
100 kmph
80 kmph
120 kmph

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Highway Engineering
The desirable length of overtaking zone as per IRC recommendation is equal to

overtaking sight distance
three times the overtaking sight distance
five times the overtaking sight distance
two times the overtaking sight distance

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Highway Engineering
The maximum spacing of contraction joints in rigid pavements is

4.5 m
5.5m
2.5 m
3.5 m

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