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Highway Engineering

Highway Engineering
Compared to a level surface, on a descending gradient the stopping sight distance is

less
more
same
dependent on the speed

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Highway Engineering
Reaction time of a driver

is same for all speeds
None of these
decreases with increase in speed
increases with increase in speed

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Highway Engineering
One degree of curve is equivalent to (where R is the radius of curve in meters.)

1700/R
1600/R
1850/R
1750/R

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Highway Engineering
The attainment of super elevation by rotation of pavement about the inner edge of the pavement

is preferable in steep terrain
avoids the drainage problem in flat terrain
results in balancing the earthwork
does not change the vertical alignment of road

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Highway Engineering
Percentage of free carbon in bitumen is

equal to that in tar
less than that in tar
more than that in tar
None of these

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Highway Engineering
Penetration test on bitumen is used for determining its

Viscosity
Grade
Temperature susceptibility
Ductility

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