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Highway Engineering

Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 20
1 in 12
1 m 15
1 in 30

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Highway Engineering
Scientific planning of transportation system and mass transit facilities in cities should be based on

spot speed data
traffic volume data
origin and destination data
accident data

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

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

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Highway Engineering
The stopping sight distance depends upon

All of these
speed of vehicle
efficiency of brakes
total reaction time of driver

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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

6%
5 %
3 %
4%

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Highway Engineering
The minimum design speed for hairpin bends in hill roads is taken as

40 kmph
50 kmph
30 kmph
20 kmph

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