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Highway Engineering

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 %
4%
3 %
6%

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Highway Engineering
When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in

turning
slipping
skidding
revolving

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Highway Engineering
Highway facilities are designed for

thirtieth highest hourly volume
peak hourly volume of the year
annual average hourly volume
annual average daily traffic

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Highway Engineering
For design, that length of transition curve should be taken which is

based on allowable rate of change of centrifugal acceleration
higher of (A) and (B)
smaller of (A) and (B)
based on rate of change of super elevation

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Highway Engineering
The most suitable equipment for compacting clayey soils is a

sheep foot roller
pneumatic tyred roller
vibrator
smooth wheeled roller

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Highway Engineering
If the group index value of subgrade is between 5 and 9, then the subgrade is treated as

poor
very poor
fair
good

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