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Highway Engineering

Highway Engineering
Number of cotters used in CST-9 sleepers is

2
4
3
5

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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
-0.168 cm
7.432 cm
7.768 cm

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Highway Engineering
When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is

Prime coat
Seal coat
Tack coat
Spray of emulsion

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Highway Engineering
Coefficient of friction is less when the pavement surface is

dry
smooth and wet
rough
smooth and dry

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Highway Engineering
The camber of road should be approximately equal to

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

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Highway Engineering
On a single lane road with two way traffic, the minimum stopping sight distance is equal to

three times the stopping distance
half the stopping distance
stopping distance
two times the stopping distance

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