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Highway Engineering

Highway Engineering
Most suitable material for highway embankments is

silts
organic soil
granular soil
clays

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Highway Engineering
If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be

5 %
3 %
6%
4%

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Highway Engineering
Creep is the

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

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Highway Engineering
Camber in the road is provided for

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

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Highway Engineering
The camber of road should be approximately equal to

two times the longitudinal gradient
half the longitudinal gradient
three times the longitudinal gradient
longitudinal gradient

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Highway Engineering
For highway geometric design purposes the speed used is

98 “”percentile
85th percentile
15th percentile
50 “”percentile

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