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Highway Engineering

Highway Engineering
The maximum allowable Los Angeles abrasion value for high quality surface course is

0.1
0.2
0.45
0.3

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Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

60m
180m
120m
30m

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Highway Engineering
The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is

no compensation
1 %
0.1 %
10%

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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

4%
3 %
5 %
6%

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Highway Engineering
To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by

8 kmph
20 kmph
12kmph
16kmph

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Highway Engineering
Tie bars in cement concrete pavements are at

expansion joints
warping joints
longitudinal joints
contraction joints

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