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Highway Engineering

Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 m 15
1 in 12
1 in 20
1 in 30

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Highway Engineering
Which of the following is known as design capacity ?

basic capacity
practical capacity
theoretical capacity
possible capacity

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Highway Engineering
If aggregate impact value is 20 to 30 percent, then it is classified as

strong
exceptionally strong
satisfactory for road surfacing
unsuitable for road surfacing

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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
1 %
0.1 %
10%

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Highway Engineering
The ductility value of bitumen for suitability in road construction should not be less than

10 cm
30 cm
20 cm
50cm

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

5.5m
4.5 m
2.5 m
3.5 m

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