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Highway Engineering

Highway Engineering
Desire lines are plotted in

origin and destination studies
speed studies
traffic volume studies
accident studies

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Highway Engineering
When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in

slipping
turning
revolving
skidding

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Highway Engineering
The maximum design gradient for vertical profile of a road is

limiting gradient
exceptional gradient
minimum gradient
ruling gradient

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Highway Engineering
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

1 in 60
1 in 30
1 in 36
1 in 48

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Highway Engineering
Highway facilities are designed for

peak hourly volume of the year
annual average hourly volume
thirtieth highest hourly volume
annual average daily traffic

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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

64m
60m
80m
zero

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