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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
60m
64m
80m

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Highway Engineering
The terrain may be classified as rolling terrain if the cross slope of land is

between 25% and 60%
upto 10%
more than 60%
between 10% and 25%

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Highway Engineering
Camber in the road is provided for

None of these
effective drainage
having proper sight distance
counteracting the centrifugal force

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Highway Engineering
With increase in speed of the traffic stream, the minimum spacing of vehicles

increases
first increases and then decreases after reaching a maximum value at optimum speed
first decreases and then increases after reaching a minimum value at optimum speed
decreases

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Highway Engineering
Tie bars in cement concrete pavements are at

warping joints
longitudinal joints
expansion joints
contraction joints

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Highway Engineering
Creep is the

Vertical movement of rail
Longitudinal movement of rail
Lateral movement of rail
Difference in level of two rails

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