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)
where
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
2. Superelevation attained by rotation about the centre
c) Based on IRC Formula
for Hilly terrain and
for Plain and Rolling terrain.
Where
L
s = 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)
w = width of road/pavement