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In: Civil Engineering

The following data is given for a horizontal highway curve having 2 lanes with Lane width...

The following data is given for a horizontal highway curve having 2 lanes with Lane width of 3.65 m each: Ruling design speed is 110kmph, Allowable rate of change of circular acceleration = 0.5 to 0.8. Allowable rate of introduction of super-elevation = 1 in 144, Take maximum allowable superelevation and lateral frictional co-efficient is 0.15.


Calculate the length of a transition curve for following cases.

Rate of change of centrifugal acceleration (C).


Rate of introduction of super-elevation.


Using empirical equations for plain and mountainous terrain.


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