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Highway Engineering

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

4.5 m
3.5 m
2.5 m
5.5m

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Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

zero
80m
60m
64m

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

0.025
0.04
0.03
0.02

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Highway Engineering
The diagram which shows the approximate path of vehicles and pedestrians involved in accidents is known as

condition diagram
spot maps
pie charts
collision diagram

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

577 m
110 m
440 m
220 m

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Highway Engineering
Stopping sight distance is always

less than overtaking sight distance
None of these
more than overtaking sight distance
equal to overtaking sight distance

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