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

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

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Highway Engineering
For a constant value of coefficient of lateral friction, the value of required super-elevation increases with

increase in speed and with decrease in radius of curve
decrease in speed and with increase in radius of curve
increase in both speed and radius of curve
decrease in both speed and radius of curve

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Highway Engineering
When the speed of traffic flow becomes zero,then

traffic density and traffic volume both become zero
traffic density attains maximum value whereas traffic volume becomes zero
traffic density becomes zero whereas traffic volume attains maximum value
traffic density and traffic volume both attain maximum value

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