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Highway Engineering

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

10 cm
50cm
30 cm
20 cm

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Highway Engineering
For rapid curing cutbacks, the oil used is

light diesel
heavy diesel
gasoline
kerosene oil

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

theoretical capacity
practical capacity
possible capacity
basic capacity

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Highway Engineering
For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm)

0.168 cm
7.768 cm
-0.168 cm
7.432 cm

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

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

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Highway Engineering
The camber of road should be approximately equal to

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

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