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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
Creep is the

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

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Highway Engineering
Flexible pavement distribute the wheel load

through a set of layers to the subgrade
directly to subgrade
through structural action
None of these

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Highway Engineering
Coefficient of friction is less when the pavement surface is

smooth and wet
smooth and dry
rough
dry

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Highway Engineering
The most suitable equipment for compacting clayey soils is a

pneumatic tyred roller
sheep foot roller
vibrator
smooth wheeled roller

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Highway Engineering
When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is

Spray of emulsion
Tack coat
Seal coat
Prime coat

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