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Highway Engineering

Highway Engineering
The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is

5
7
0
3

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Highway Engineering
The recommended grade of tar for grouting purpose is

RT-3
RT-2
RT-1
RT-5

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Highway Engineering
Percentage of free carbon in bitumen is

None of these
less than that in tar
equal to that in tar
more than that in tar

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Highway Engineering
Los Angeles testing machine is used to conduct

Attrition test
Crushing strength test
Impact test
Abrasion test

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

30 cm
50cm
10 cm
20 cm

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Highway Engineering
If the group index value of subgrade is between 5 and 9, then the subgrade is treated as

very poor
good
fair
poor

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