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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
30 cm
50cm
20 cm

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Highway Engineering
Camber in the road is provided for

None of these
having proper sight distance
effective drainage
counteracting the centrifugal force

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

sheep foot roller
vibrator
pneumatic tyred roller
smooth wheeled roller

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Highway Engineering
The walls which are necessary on the hill side of roadway where earth has to be retained from slipping is known as

parapet wall
None of these
retaining wall
breast wall

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Highway Engineering
Rigidity factor for a tyre pressure greater than 7 kg/cm² is

less than 1
zero
greater than 1
equal to 1

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Highway Engineering
Tyre pressure influences the

None of these
both the above
total depth of pavement
quality of surface course

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