Problem 3 (20%) Problem 18-5 in Roess, Prassas, McShane, 5th ed. (edited) For the intersection shown to the right, consider a case in which the E-W arterial has three lanes in each direction and the N-S arterial also has three lanes in each direction. For this case: A. What is the absolute minimum cycle length that could be used? B. What cycle length would be required to provide for a v/c ratio of 0.92 during the worst 15- minutes of the hour if the PHF is 0.98? 1,000 tvu/h h = 2.4 s/veh t₁ = 4.0 s/phase 2-phase signal C = 120 s 2,000 tvu/h Only critical volumes shown All volumes in tvu/h

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter7: Intersection Design
Section: Chapter Questions
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Problem 3 (20%)
Problem 18-5 in Roess, Prassas, McShane, 5th ed. (edited)
For the intersection shown to
the right, consider a case in
which the E-W arterial has
three lanes in each direction
and the N-S arterial also has
three lanes in each direction.
For this case:
A. What is the absolute
minimum cycle length
that could be used?
B. What cycle length would
be required to provide
for a v/c ratio of 0.92
during the worst 15-
minutes of the hour if the
PHF is 0.98?
1,000 tvu/h
h = 2.4 s/veh
t₁ = 4.0 s/phase
2-phase signal
C = 120 s
2,000 tvu/h Only critical volumes shown
All volumes in tvu/h
Transcribed Image Text:Problem 3 (20%) Problem 18-5 in Roess, Prassas, McShane, 5th ed. (edited) For the intersection shown to the right, consider a case in which the E-W arterial has three lanes in each direction and the N-S arterial also has three lanes in each direction. For this case: A. What is the absolute minimum cycle length that could be used? B. What cycle length would be required to provide for a v/c ratio of 0.92 during the worst 15- minutes of the hour if the PHF is 0.98? 1,000 tvu/h h = 2.4 s/veh t₁ = 4.0 s/phase 2-phase signal C = 120 s 2,000 tvu/h Only critical volumes shown All volumes in tvu/h
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