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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

60m
zero
80m
64m

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Highway Engineering
Stopping sight distance is always

equal to overtaking sight distance
None of these
more than overtaking sight distance
less than overtaking sight distance

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Highway Engineering
The transition curve used in the horizontal alignment of highways as per IRC recommendations is

cubic parabola
Any of these
spiral
lemniscate

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

dry
smooth and wet
smooth and dry
rough

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Highway Engineering
Tyre pressure influences the

None of these
quality of surface course
total depth of pavement
both the above

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Highway Engineering
Penetration test on bitumen is used for determining its

Temperature susceptibility
Viscosity
Ductility
Grade

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