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Highway Engineering

Highway Engineering
The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is

100000
1000000
10000
1000

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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
100 kmph
80 kmph

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

0.38 (NV3)”2
0.38 N V3/2
3.8 NV”2
3.8 (NV3)”2

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Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

25%
15%
20%
75%

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Highway Engineering
As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is

1 in 12.5
1 in 10
equal to camber
1 in 15

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Highway Engineering
When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in

slipping
skidding
turning
revolving

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