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Highway Engineering

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

80m
64m
60m
zero

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Highway Engineering
One degree of curve is equivalent to (where R is the radius of curve in meters.)

1600/R
1700/R
1750/R
1850/R

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Highway Engineering
In case of hill roads, the extra widening is generally provided

equally on inner and outer sides of the curve
fully on the inner side of the curve
fully on the outer side of the curve
one-fourth on inner side and three-fourth on outer side of the curve

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Highway Engineering
On a right angled road intersection with two way traffic, the total number of conflict points is

24
11
18
6

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Highway Engineering
Desire lines are plotted in

accident studies
traffic volume studies
origin and destination studies
speed studies

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Highway Engineering
The terrain may be classified as rolling terrain if the cross slope of land is

upto 10%
more than 60%
between 25% and 60%
between 10% and 25%

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