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Question

A road 7.5 m wide is one way and has design speed of 75 kmph. Average length of vehicles is 8 m and reaction time to stop the vehicles is 2 sec. Theoretical capacity of the road will be (take f = 0.35)

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Solution

W=7.5 m (two lane)
V=75 kmph
t0=2 sec
l=8 m
Minimum centre to centre spacing between the vehicles (S) is
S=8+75×518×2=49.67 m

Theoretical capacity
C=1000VS=1000×7549.67
C=1509 veh/hr/lane

Road is two lane
So, theoretical capacity
C=2×C=3018 veh/hr

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