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Question

The safe stopping distance for a design speed of 50 kmph for a two lane road with coefficient of friction of 0.37 in m is

A
61.3
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B
81.7
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C
123.7
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D
161.6
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Solution

The correct option is A 61.3
We know that
SSD=vt+v22gf

As per IRC
t=2.5sec

SSD=50×518×2.5+(50×518)22×9.81×0.37

=61.3 m

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