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

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

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

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Highway Engineering
If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be

less than b/2h and greater than co-efficient of lateral friction
greater than b/2h and also greater than coefficient of lateral friction
greater than b/2h and less than co-efficient of lateral friction
less than b/2h and also less than co-efficient of lateral friction

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