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Highway Engineering

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

16kmph
8 kmph
12kmph
20 kmph

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Highway Engineering
Desire lines are plotted in

origin and destination studies
traffic volume studies
accident studies
speed studies

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

spot maps
pie charts
condition diagram
collision diagram

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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
more
same

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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

60m
64m
zero
80m

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

0.025
0.02
0.03
0.04

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