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Highway Engineering

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

2
3
5
4

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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
“Dead Slow” is a

warning sign
regulatory sign
informatory sign
None of these

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Highway Engineering
If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be

6%
4%
3 %
5 %

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Highway Engineering
For design, that length of transition curve should be taken which is

higher of (A) and (B)
smaller of (A) and (B)
based on allowable rate of change of centrifugal acceleration
based on rate of change of super elevation

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Highway Engineering
The recommended grade of tar for grouting purpose is

RT-5
RT-2
RT-1
RT-3

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