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The minimum length of Transition Curves as per Indian Road Congress for plain terrain is:
(Symbols have their usual meaning)

  • A.\(0.0215\ V^{3}/ CR\)
  • B.80/ 75 + Y
  • C.\(2.7\ V^{2}/R\)
  • D.\(V^{2}/225\ R\)

Answer: C

The IRC minimum length for plain terrain is \(2.7\ V^{2}/R\).

IRC gives the minimum length of a transition curve from the empirical formula:

\[ L_s = \frac{2.7\,V^{2}}{R} \]

for plain and rolling terrain (and \(V^{2}/R\) for mountainous terrain), with V in km/h and R in metres; the design length is the larger of this and the lengths from the rate of change of centrifugal acceleration and the rate of introducing superelevation. \(0.0215\ V^{3}/CR\) is the centrifugal acceleration criterion, not the plain-terrain minimum, and the other two options are not IRC formulae.

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