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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

4%
6%
3 %
5 %

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

2.5 m
5.5m
3.5 m
4.5 m

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Highway Engineering
The rail is designated by its

length
weight
weight per unit length
cross-section

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Highway Engineering
The most suitable equipment for compacting clayey soils is a

pneumatic tyred roller
vibrator
sheep foot roller
smooth wheeled roller

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Highway Engineering
In CBR test the value of CBR is calculated at

2.5 mm penetration only
5.0 mm penetration only
both 2.5 mm and 5.0 mm penetrations
7.5 mm penetration only

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Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

25%
15%
75%
20%

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