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Highway Engineering

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

zero
64m
60m
80m

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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

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

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

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

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Highway Engineering
Which of the following is indicated by a warning sign ?

level crossing
end of speed limit
no parking
overtaking prohibited

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Highway Engineering
Which of the following is known as design capacity ?

practical capacity
possible capacity
theoretical capacity
basic capacity

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Highway Engineering
Rigidity factor for a tyre pressure greater than 7 kg/cm² is

zero
greater than 1
equal to 1
less than 1

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