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Highway Engineering

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

5.5m
3.5 m
2.5 m
4.5 m

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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
7.432 cm
7.768 cm
-0.168 cm

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Highway Engineering
The shoulder provided along the road edge should be

of same colour as that of the pavement
of very low load bearing capacity
smoother than the traffic lanes
rougher than the traffic lanes

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Highway Engineering
Stopping sight distance is always

less than overtaking sight distance
None of these
equal to overtaking sight distance
more than overtaking sight distance

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Highway Engineering
The thickness of bituminous carpet varies from

100 to 120 mm
75 to 100 mm
20 to 25 mm
50 to 75 mm

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Highway Engineering
The stopping sight distance depends upon

efficiency of brakes
All of these
total reaction time of driver
speed of vehicle

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