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Highway Engineering

Highway Engineering
The camber for hill roads in case of bituminous surfacing is adopted as

0.02
0.04
0.03
0.025

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Highway Engineering
In highway construction, rolling starts from

One side and proceed to other side
Sides and proceed to center
Any of the above
Center and proceed to sides

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Highway Engineering
Penetration test on bitumen is used for determining its

Ductility
Viscosity
Temperature susceptibility
Grade

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

3.8 NV”2
0.38 (NV3)”2
0.38 N V3/2
3.8 (NV3)”2

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Highway Engineering
If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be

5 %
6%
3 %
4%

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Highway Engineering
In hill roads the side drains arc provided

only on the opposite side of hill
only on the hill side of road
on both sides of road
None of these

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