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Highway Engineering

Highway Engineering
The thickness of bituminous carpet varies from

75 to 100 mm
50 to 75 mm
20 to 25 mm
100 to 120 mm

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

0.3
0.2
0.1
0.45

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

1 %
0.1 %
10%
no compensation

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Highway Engineering
The shape of the camber, best suited for cement concrete pavements, is

parabolic
combination of straight and parabolic
elliptical
straight line

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Highway Engineering
The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is

3
5
7
0

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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

12kmph
16kmph
8 kmph
20 kmph

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