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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

0
3
7
5

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Highway Engineering
When the width of car parking space and width of street are limited, generally preferred parking system is

90° angle parking
Parallel parking
45° angle parking
65° angle parking

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

0.2
0.45
0.3
0.1

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Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

15%
20%
75%
25%

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Highway Engineering
“Dead Slow” is a

None of these
regulatory sign
warning sign
informatory sign

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

group index method
CBR method
Benkelman beam method
Westergaard method

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