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Highway Engineering

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

4
5
2
3

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Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

64m
80m
zero
60m

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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 value of ruling gradient in plains as per IRC recommendation is

1 in 12
1 in 20
1 in 30
1 m 15

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Highway Engineering
The stopping sight distance depends upon

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

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Highway Engineering
In highway construction, rolling starts from

Any of the above
Center and proceed to sides
Sides and proceed to center
One side and proceed to other side

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