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Highway Engineering

Highway Engineering
Coefficient of friction is less when the pavement surface is

smooth and dry
rough
smooth and wet
dry

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Highway Engineering
The fundamental factor in the selection of pavement type is

subgrade soil and drainage conditions
type and intensity of traffic
climatic condition
availability of funds for the construction project

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

18
11
6
24

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

less
dependent on the speed
same
more

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

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