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Highway Engineering

Highway Engineering
The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is

10000
1000000
100000
1000

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

Westergaard method
group index method
Benkelman beam method
CBR method

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Highway Engineering
With increase in speed of the traffic stream, the minimum spacing of vehicles

increases
first increases and then decreases after reaching a maximum value at optimum speed
first decreases and then increases after reaching a minimum value at optimum speed
decreases

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Highway Engineering
“Dead Slow” is a

regulatory sign
warning sign
informatory sign
None of these

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

poor
very poor
good
fair

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Highway Engineering
Penetration test on bitumen is used for determining its

Viscosity
Grade
Temperature susceptibility
Ductility

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