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Highway Engineering

Highway Engineering
The camber for hill roads in case of bituminous surfacing is adopted as

0.04
0.025
0.03
0.02

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Highway Engineering
Percentage of free carbon in bitumen is

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

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Highway Engineering
If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is

2500 vehicles per day
1000 vehicles per hour
2500 vehicles per hour
2000 vehicles per hour

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Highway Engineering
Creep is the

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

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Highway Engineering
For highway geometric design purposes the speed used is

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

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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 %
6%
4%
3 %

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