Please estimate the minimum cycle length and the green intervals for the following signalized intersection (Figure 7). Please note that the minimum cycle length will be influenced by the design of the phasing diagram. The arrival flow, in pcu/h, for each direction, is illustrated in Figure 7. Please assume any missing values. Lost time following each phase = 2 sec, Amber = 3 sec, Red all = 1 sec, saturation flow 1400 pcu/h. 196, 367, 170 400, 140, 215 120, 417, 232 400, 433, 184 Figure 7. Intersection Layout and Traffic Flow Data

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Please estimate the minimum cycle length and the green intervals for the following signalized
intersection (Figure 7). Please note that the minimum cycle length will be influenced by the design of
the phasing diagram. The arrival flow, in pcu/h, for each direction, is illustrated in Figure 7. Please
assume any missing values.
Lost time following each phase = 2 sec, Amber = 3 sec, Red all = 1 sec, saturation flow 1400 pcu/h.
196, 367, 170
JIL!
400, 140, 215
716
120, 417, 232
400, 433, 184
Figure 7. Intersection Layout and Traffic Flow Data
Transcribed Image Text:Please estimate the minimum cycle length and the green intervals for the following signalized intersection (Figure 7). Please note that the minimum cycle length will be influenced by the design of the phasing diagram. The arrival flow, in pcu/h, for each direction, is illustrated in Figure 7. Please assume any missing values. Lost time following each phase = 2 sec, Amber = 3 sec, Red all = 1 sec, saturation flow 1400 pcu/h. 196, 367, 170 JIL! 400, 140, 215 716 120, 417, 232 400, 433, 184 Figure 7. Intersection Layout and Traffic Flow Data
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