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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

1000
100000
1000000
10000

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Highway Engineering
For design, that length of transition curve should be taken which is

smaller of (A) and (B)
based on rate of change of super elevation
higher of (A) and (B)
based on allowable rate of change of centrifugal acceleration

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Highway Engineering
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

1 in 30
1 in 48
1 in 36
1 in 60

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

120 kmph
80 kmph
100 kmph
60 kmph

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Highway Engineering
Creep is the

Difference in level of two rails
Longitudinal movement of rail
Lateral movement of rail
Vertical movement of rail

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Highway Engineering
The maximum limit of water absorption for aggregate suitable for road construction is

1.0 %
0.6 %
0.4 %
0.8 %

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