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Highway Engineering

Highway Engineering
The maximum spacing of contraction joints in rigid pavements is

3.5 m
5.5m
2.5 m
4.5 m

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Highway Engineering
The suitable surfacing material for a bridge deck slab is

bituminous carpet
mastic asphalt
sheet asphalt
rolled asphalt

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

ruling gradient
exceptional gradient
limiting gradient
minimum gradient

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Highway Engineering
The rail is designated by its

cross-section
weight
weight per unit length
length

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Highway Engineering
For rapid curing cutbacks, the oil used is

light diesel
gasoline
heavy diesel
kerosene oil

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

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