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Highway Engineering

Highway Engineering
The ductility value of bitumen for suitability in road construction should not be less than

20 cm
30 cm
50cm
10 cm

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Highway Engineering
Rigidity factor for a tyre pressure greater than 7 kg/cm² is

less than 1
greater than 1
equal to 1
zero

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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 %
4%
3 %
6%

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Highway Engineering
Which of the following represents hardest grade of bitumen ?

60/70
80/100
30/40
100/120

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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
For highway geometric design purposes the speed used is

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

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