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Highway Engineering

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

0.5
1.0
10
2.0

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Highway Engineering
On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be

equal to the pressure on inner wheels
zero
more than the pressure on inner wheels
less than the pressure on inner wheels

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

0.1
0.3
0.45
0.2

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Highway Engineering
The stopping sight distance depends upon

All of these
speed of vehicle
total reaction time of driver
efficiency of brakes

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Highway Engineering
Desire lines are plotted in

speed studies
accident studies
origin and destination studies
traffic volume studies

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Highway Engineering
The maximum design gradient for vertical profile of a road is

limiting gradient
exceptional gradient
minimum gradient
ruling gradient

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