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Agenda - Council - 04/13/2021
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Agenda - Council - 04/13/2021
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Council
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04/13/2021
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Appendix F - Capacity Analysis Backup <br />Generated with <br />PTV <br />Version 2020 (SP 0-3) <br />VISTRO <br />Wiz:) Spack <br />SOLUTIONS <br />Lane Group Calculations <br />Lane Group <br />L <br />C <br />C <br />C <br />R <br />C <br />R <br />C, Cycle Length [s] <br />42 <br />42 <br />42 <br />42 <br />42 <br />42 <br />42 <br />L, Total Lost Time per Cycle [s] <br />5.50 <br />6.50 <br />6.50 <br />6.50 <br />6.50 <br />6.50 <br />6.50 <br />I1_p, Permitted Start -Up Lost Time [s] <br />2.00 <br />12, Clearance Lost Time [s] <br />3.50 <br />4.50 <br />4.50 <br />4.50 <br />4.50 <br />4.50 <br />4.50 <br />g_i, Effective Green Time [s] <br />3 <br />19 <br />11 <br />11 <br />11 <br />10 <br />10 <br />g / C, Green / Cycle <br />0.07 <br />0.46 <br />0.26 <br />0.26 <br />0.26 <br />0.23 <br />0.23 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.03 <br />0.11 <br />0.12 <br />0.12 <br />0.11 <br />0.03 <br />0.08 <br />s, saturation flow rate [veh/h] <br />1603 <br />3204 <br />1645 <br />1532 <br />1431 <br />1608 <br />2532 <br />c, Capacity [veh/h] <br />108 <br />1467 <br />503 <br />396 <br />370 <br />372 <br />585 <br />d1, Uniform Delay [s] <br />18.65 <br />6.93 <br />13.03 <br />13.07 <br />12.86 <br />12.73 <br />13.49 <br />k, delay calibration <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />I, Upstream Filtering Factor <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />d2, Incremental Delay [s] <br />2.20 <br />0.09 <br />0.51 <br />0.87 <br />0.75 <br />0.16 <br />0.39 <br />d3, Initial Queue Delay [s] <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Rp, platoon ratio <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />PF, progression factor <br />1.00 <br />I 1.00 <br />1.00 <br />I 1.00 <br />I 1.00 <br />1.00 <br />I 1.00 <br />Lane Group Results <br />X, volume / capacity <br />0.38 <br />0.25 <br />0.40 <br />0.47 <br />0.42 <br />0.13 <br />0.37 <br />d, Delay for Lane Group [s/veh] <br />20.85 <br />7.02 <br />13.54 <br />13.93 <br />13.61 <br />12.88 <br />13.88 <br />Lane Group LOS <br />C <br />A <br />B <br />B <br />B <br />B <br />B <br />Critical Lane Group <br />50th-Percentile Queue Length [veh/In] <br />0.39 <br />0.67 <br />1.31 <br />1.25 <br />1.02 <br />0.31 <br />0.74 <br />50th-Percentile Queue Length [ft/In] <br />9.73 <br />16.69 <br />32.81 <br />31.33 <br />25.44 <br />7.83 <br />18.41 <br />95th-Percentile Queue Length [veh/In] <br />0.70 <br />1.20 <br />2.36 <br />2.26 <br />1.83 <br />0.56 <br />1.33 <br />95th-Percentile Queue Length [ft/In] <br />17.51 <br />I 30.04 <br />59.05 <br />I 56.39 145.78 <br />14.09 <br />I 33.15 <br />Scenario 9: 9 2040 AM Build <br />F159 <br />
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