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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
0
7
3

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Highway Engineering
The method of design of flexible pavement as recommended by IRC is

Benkelman beam method
Westergaard method
CBR method
group index method

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Highway Engineering
Bottom most layer of pavement is known as

wearing course
subgrade
base course
sub-base course

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Highway Engineering
Number of cotters used in CST-9 sleepers is

2
4
3
5

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Highway Engineering
The camber of road should be approximately equal to

longitudinal gradient
three times the longitudinal gradient
half the longitudinal gradient
two times the longitudinal gradient

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Highway Engineering
The maximum allowable Los Angeles abrasion value for high quality surface course is

0.1
0.45
0.2
0.3

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