Calculate the safe stopping sight distance for design speed of 100 kmph for two
way traffic on a single lane road?
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Given data:
V = 50 Kmph
t = 2.5 seconds
f = 0.37
SSD = 0.278 V t + ( V2/ 254 f)
= (0.278 x 50 x 2.5 ) + ( 502/ ( 254 x 0.37))
= 34.75 + 26.60
SSD = 61.35 m. for one way traffic.
SSD for Two Way traffic on single lane road = 2 x SSD for one way traffic.
= 2 x 61.35 m
= 122.70 m say 123 m
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