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Highway Engineering

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

3.5 m
2.5 m
4.5 m
5.5m

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

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

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Highway Engineering
The recommended grade of tar for grouting purpose is

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

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Highway Engineering
The camber of road should be approximately equal to

two times the longitudinal gradient
longitudinal gradient
half the longitudinal gradient
three times the longitudinal gradient

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Highway Engineering
If the group index value of subgrade is between 5 and 9, then the subgrade is treated as

very poor
poor
fair
good

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Highway Engineering
The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is

no compensation
10%
1 %
0.1 %

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