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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
0.5
1.0
10

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Highway Engineering
Tyre pressure influences the

both the above
None of these
quality of surface course
total depth of pavement

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

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

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

50 kmph
40 kmph
20 kmph
30 kmph

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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

100000
10000
1000
1000000

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Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

30m
120m
180m
60m

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