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Highway Engineering

Highway Engineering
Penetration test on bitumen is used for determining its

Viscosity
Temperature susceptibility
Ductility
Grade

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Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 12
1 in 30
1 in 20
1 m 15

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Highway Engineering
Which of the following represents a carpet of sand-bitumen mix without coarse aggregates ?

mastic asphalt
bituminous concrete
bituminous carpet
sheet asphalt

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Highway Engineering
Nagpur road plan formula were prepared by assuming

radial or star and grid road pattern
rectangular or block road pattern
radial or star and circular road pattern
radial or star and block road pattern

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Highway Engineering
Group index method of design of flexible pavement is

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

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Highway Engineering
In CBR test the value of CBR is calculated at

7.5 mm penetration only
2.5 mm penetration only
both 2.5 mm and 5.0 mm penetrations
5.0 mm penetration only

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