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Highway Engineering

Highway Engineering
Rigidity factor for a tyre pressure greater than 7 kg/cm² is

less than 1
equal to 1
zero
greater than 1

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

limiting gradient
minimum gradient
exceptional gradient
ruling gradient

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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
The drain which is provided parallel to roadway to intercept and divert the water from hill slopes is known as

Sloping drain
Side drain
Cross drain
Catch-water drain

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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
For design, that length of transition curve should be taken which is

higher of (A) and (B)
based on allowable rate of change of centrifugal acceleration
based on rate of change of super elevation
smaller of (A) and (B)

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