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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

10000
100000
1000
1000000

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

dependent on the speed
less
more
same

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Highway Engineering
The binder normally used in flexible pavement construction is

lime
bitumen
cement
None of these

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Highway Engineering
The terrain may be classified as rolling terrain if the cross slope of land is

between 10% and 25%
between 25% and 60%
more than 60%
upto 10%

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

50cm
30 cm
10 cm
20 cm

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Highway Engineering
Creep is the

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

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