A four-lane freeway, with a lane capacity of 2,000 vph, carries a peak hour volume of 4,000 vph in the southbound direction during the am peak hour. The TTR (minutes per mile) on this expressway can be estimated by the equation below: TTR = 1+ 1.1(V/c)4 where: V= Hourly Volume (vph) C= Hourly Capacity (vph) a. calculate the traffic speed during the peak hour. A capacity expansion of one lane in each direction is planned. If the demand elasticity (Ev) is -0.4, and the supply elasticity (Et) for peak hour conditions can be estimated from the above equation, What will be the am peak hour demand-supply equilibrium shortly after the new lanes are added? what will be the am peak hour speed after the new i. i. lanes are added?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A four-lane freeway, with a lane capacity of 2,000
vph, carries a peak hour volume of 4,000 vph in the
southbound direction during the am peak hour. The
TTR (minutes per mile) on this expressway can be
estimated by the equation below:
TTR = 1+ 1.1(V/c)4
%3D
where: V= Hourly Volume (vph)
C= Hourly Capacity (vph)
calculate the traffic speed during the peak hour.
а.
A capacity expansion of one lane in each direction
is planned. If the demand elasticity (Ev) is -0.4, and
the supply elasticity (Et) for peak hour conditions
can be estimated from the above equation,
What will be the am peak hour demand-supply
i.
equilibrium shortly after the new lanes are added?
what will be the am peak hour speed after the new
i.
lanes are added?
Transcribed Image Text:A four-lane freeway, with a lane capacity of 2,000 vph, carries a peak hour volume of 4,000 vph in the southbound direction during the am peak hour. The TTR (minutes per mile) on this expressway can be estimated by the equation below: TTR = 1+ 1.1(V/c)4 %3D where: V= Hourly Volume (vph) C= Hourly Capacity (vph) calculate the traffic speed during the peak hour. а. A capacity expansion of one lane in each direction is planned. If the demand elasticity (Ev) is -0.4, and the supply elasticity (Et) for peak hour conditions can be estimated from the above equation, What will be the am peak hour demand-supply i. equilibrium shortly after the new lanes are added? what will be the am peak hour speed after the new i. lanes are added?
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