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Highway Engineering

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 %
3 %
4%
6%

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Highway Engineering
With increase in speed of the traffic stream, the minimum spacing of vehicles

increases
decreases
first increases and then decreases after reaching a maximum value at optimum speed
first decreases and then increases after reaching a minimum value at optimum speed

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Highway Engineering
The recommended grade of tar for grouting purpose is

RT-5
RT-2
RT-3
RT-1

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Highway Engineering
Bitumen of grade 80/100 means

its penetration value is 8 to 10 mm
its penetration value is 8 to 10 cm
its penetration value is 10 mm
its penetration value is 8 mm

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

minimum gradient
ruling gradient
exceptional gradient
limiting gradient

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Highway Engineering
The critical combination of stresses for corner region in cement concrete roads is

Load stress + warping stress
Load stress + frictional stress
Load stress + warping stress + frictional stress
Load stress + warping stress frictional stress

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