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Question

A single-lane unidirectional highway has a design speed of 65 km/h. The perception-brake-reaction time of drivers is 2.5 s and the average length of vehicles is 5 m. The coefficient of longitudinal, friction of the pavement is 0.4. The capacity of this road in terms of 'vehicle per hour per lane' is

A
710
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B
750
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C
680
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D
1440
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Solution

The correct option is A 710
Highway is single lane unidirectional as minimum clear spacing between vehicles = Stopping Sight distance(SSD).
SSD=vt+v22gf
Design speed,
v=65×518=18.056m/s
Perception break time,
t=2.5s
Coefficient of longitudinal friction,
f=0.4
SSD=18.056×2.5+(18.056)22×9.81×0.4=86.68m
Average Centre to Centre distance between vehicles
S=SSD+lengthofvehicle
=86.68+5=91.68m
Capacity = speed × density
=65×100091.679=708.9 Vehicle/hr
The closest option is 710 (c)

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