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Highway Engineering

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

10
2.0
1.0
0.5

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Highway Engineering
For design, that length of transition curve should be taken which is

higher of (A) and (B)
smaller of (A) and (B)
based on rate of change of super elevation
based on allowable rate of change of centrifugal acceleration

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Highway Engineering
In hill roads the side drains arc provided

only on the opposite side of hill
only on the hill side of road
None of these
on both sides of road

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

1000000
100000
10000
1000

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Highway Engineering
Maximum daily traffic capacity of bituminous pavements is

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

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