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Highway Engineering

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

less than 1
zero
equal to 1
greater than 1

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Highway Engineering
Compared to a level surface, on a descending gradient the stopping sight distance is

same
dependent on the speed
more
less

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Highway Engineering
The recommended grade of tar for grouting purpose is

RT-2
RT-3
RT-5
RT-1

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Highway Engineering
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

60 kmph
120 kmph
80 kmph
100 kmph

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Highway Engineering
Percentage of free carbon in bitumen is

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

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

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

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