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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
10
1.0

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Highway Engineering
Compared to a level surface, on a descending gradient the stopping sight distance is

dependent on the speed
same
more
less

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Highway Engineering
The fundamental factor in the selection of pavement type is

climatic condition
subgrade soil and drainage conditions
type and intensity of traffic
availability of funds for the construction project

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Highway Engineering
Reaction time of a driver

None of these
increases with increase in speed
decreases with increase in speed
is same for all speeds

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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
1000000
10000
1000

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Highway Engineering
Scientific planning of transportation system and mass transit facilities in cities should be based on

origin and destination data
accident data
traffic volume data
spot speed data

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