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Highway Engineering

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

10 cm
50cm
20 cm
30 cm

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

0.8 %
1.0 %
0.4 %
0.6 %

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Highway Engineering
The camber of shoulders in water bound macadam roads is

equal to the cross slope of pavement
zero
greater than the cross slope of pavement
less than the cross slope of pavement

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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
1000000
100000
10000

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Highway Engineering
Most suitable material for highway embankments is

silts
clays
granular soil
organic soil

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Highway Engineering
The maximum design gradient for vertical profile of a road is

limiting gradient
exceptional gradient
minimum gradient
ruling gradient

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