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Highway Engineering

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

1.0
2.0
10
0.5

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Highway Engineering
The desirable length of overtaking zone as per IRC recommendation is equal to

three times the overtaking sight distance
overtaking sight distance
five times the overtaking sight distance
two times the overtaking sight distance

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Highway Engineering
For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is

1 in 30
1 in 36
1 in 60
1 in 48

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Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

64m
zero
80m
60m

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Highway Engineering
Group index method of design of flexible pavement is

A semi empirical method
A theoretical method
An empirical method based on strength characteristics of sub-grade soil
An empirical method based on physical properties of sub-grade soil

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Highway Engineering
Desire lines are plotted in

origin and destination studies
traffic volume studies
speed studies
accident studies

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