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Highway Engineering

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

30m
180m
120m
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
When semaphore and warner are installed on the same post, then the stop indication is given when

None of these
both semaphore and warner arms lowered
both arms are horizontal
semaphore arm lowered but warner arm horizontal

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Highway Engineering
When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in

slipping
skidding
turning
revolving

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

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

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Highway Engineering
Maximum daily traffic capacity of bituminous pavements is

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

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