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Highway Engineering

Highway Engineering
The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is

1000
100000
10000
1000000

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

10%
0.1 %
1 %
no compensation

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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)

7.768 cm
7.432 cm
0.168 cm
-0.168 cm

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Highway Engineering
The maximum thickness of expansion joint in rigid pavements is

10 mm
50 mm
25 mm
100 mm

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Highway Engineering
On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be

less than the pressure on inner wheels
more than the pressure on inner wheels
equal to the pressure on inner wheels
zero

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Highway Engineering
Tyre pressure influences the

both the above
total depth of pavement
None of these
quality of surface course

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