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Highway Engineering

Highway Engineering
Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is

2.0
10
0.5
1.0

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

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

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Highway Engineering
Maximum daily traffic capacity of bituminous pavements is

500 tonnes per day
1500 tonnes per day
2000 tonnes per day
1000 tonnes per day

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Highway Engineering
The terrain may be classified as rolling terrain if the cross slope of land is

between 25% and 60%
more than 60%
upto 10%
between 10% and 25%

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

Westergaard method
CBR method
Benkelman beam method
group index method

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Highway Engineering
The maximum width of a vehicle as recommended by IRC is

1.85 m
3.81 m
2.44 m
4.72 m

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