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Highway Engineering

Highway Engineering
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

60 kmph
120 kmph
80 kmph
100 kmph

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Highway Engineering
The maximum design gradient for vertical profile of a road is

limiting gradient
ruling gradient
exceptional gradient
minimum gradient

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Highway Engineering
Percentage of free carbon in bitumen is

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

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Highway Engineering
Most suitable material for highway embankments is

silts
organic soil
clays
granular soil

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Highway Engineering
If aggregate impact value is 20 to 30 percent, then it is classified as

unsuitable for road surfacing
exceptionally strong
satisfactory for road surfacing
strong

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Highway Engineering
Desire lines are plotted in

traffic volume studies
origin and destination studies
speed studies
accident studies

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MORE MCQ ON Highway Engineering

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