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The length of a transition curve is governed by
1. Rate of change of radial acceleration
2. Rate of change of super-elevation
3. Both (A) and (B)
4. Neither (A) nor (B)

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Correct Answer - Option 3 : Both (A) and (B)

Concept:

Length of transition curve (Maximum value is to be considered among the below options)

a) Based on the rate of change of centrifugal acceleration (c)

\({{\rm{l}}_{\rm{s}}} = \frac{{{v^3}}}{{c \times R}}\)

where \(c = \frac{{80}}{{75 + V}}\) ……….. c value should be between 0.5 to 0.8

b) Based on the rate of change of superelevation (e)

1. Superelevation attained by rotation about the inner edge or outer edge

\({l_s} = eN\left( {w + w \times e} \right)\)

2. Superelevation attained by rotation about the center

\({l_s} = \frac{{eN\left( {w + w \times e} \right)}}{2}\)

c) Based on IRC Formula

\({l_s} = \frac{{{V^2}}}{R}\) for Hilly terrain and \({l_s} = \frac{{2.7{V^2}}}{R}\) for Plain and Rolling terrain.

Where

Ls = length of the transition curve (m), v = speed of the vehicle (m/s), V = speed of the vehicle (km/hour),

e = required superelevation, N = rate of change of superelevation to be attained, R = radius of the transition (m), and

w = width of road/pavement

∴ The length of a transition curve depends on the rate of change of centrifugal acceleration and rate of change of super elevation.

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