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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
5
7
3

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Highway Engineering
The minimum design speed for hairpin bends in hill roads is taken as

40 kmph
20 kmph
50 kmph
30 kmph

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Highway Engineering
In case of hill roads, the extra widening is generally provided

equally on inner and outer sides of the curve
one-fourth on inner side and three-fourth on outer side of the curve
fully on the outer side of the curve
fully on the inner side of the curve

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Highway Engineering
Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be

greater than 40°C
equal to 40°C
None of these
less-than 40°C

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

CBR method
Benkelman beam method
Westergaard method
group index method

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Highway Engineering
Stopping sight distance is always

less than overtaking sight distance
None of these
more than overtaking sight distance
equal to overtaking sight distance

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