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

a) based on allowable rate of change of centrifugal acceleration
b) based on rate of change of superele-vation
c) higher of (a) and (b)
d) smaller of (a) and (b)
Ans: c

  If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maximum capacity of a traffic lane at a speed of 10 m/sec is

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