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Highway Engineering

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

30 cm
50cm
20 cm
10 cm

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Highway Engineering
Group index method of design of flexible pavement is

An empirical method based on strength characteristics of sub-grade soil
A theoretical method
An empirical method based on physical properties of sub-grade soil
A semi empirical method

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

sheep foot roller
smooth wheeled roller
pneumatic tyred roller
vibrator

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Highway Engineering
In the penetration macadam construction, the bitumen is

Premixed with aggregates and then spread
Sprayed after the aggregates are spread and compacted
None of these
Sprayed before the aggregates are spread and compacted

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

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

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Highway Engineering
Bitumen of grade 80/100 means

its penetration value is 8 mm
its penetration value is 8 to 10 cm
its penetration value is 10 mm
its penetration value is 8 to 10 mm

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