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Agenda - Council - 04/13/2021
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Agenda - Council - 04/13/2021
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Meetings
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Meeting Type
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 />R <br />C <br />R <br />C, Cycle Length [s] <br />57 <br />57 <br />57 <br />57 <br />57 <br />57 <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 />I1_p, Permitted Start -Up Lost Time [s] <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 />g_i, Effective Green Time [s] <br />4 <br />29 <br />19 <br />19 <br />14 <br />14 <br />g / C, Green / Cycle <br />0.08 <br />0.51 <br />0.34 <br />0.34 <br />0.26 <br />0.26 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.04 <br />0.13 <br />0.11 <br />0.29 <br />0.02 <br />0.21 <br />s, saturation flow rate [veh/h] <br />1603 <br />3204 <br />3204 <br />1431 <br />1610 <br />2532 <br />c, Capacity [veh/h] <br />121 <br />1649 <br />1097 <br />490 <br />412 <br />649 <br />d1, Uniform Delay [s] <br />25.18 <br />7.65 <br />13.73 <br />17.33 <br />16.03 <br />19.75 <br />k, delay calibration <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 />d2, Incremental Delay [s] <br />3.04 <br />0.08 <br />0.16 <br />4.35 <br />0.08 <br />2.38 <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 />Rp, platoon ratio <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 />1.00 <br />I 1.00 <br />Lane Group Results <br />X, volume / capacity <br />0.49 <br />0.25 <br />0.31 <br />0.85 <br />0.08 <br />0.80 <br />d, Delay for Lane Group [s/veh] <br />28.22 <br />7.72 <br />13.90 <br />21.68 <br />16.11 <br />22.13 <br />Lane Group LOS <br />C <br />A <br />B <br />C <br />B <br />C <br />Critical Lane Group <br />50th-Percentile Queue Length [veh/In] <br />0.80 <br />1.06 <br />1.41 <br />4.86 <br />0.32 <br />3.10 <br />50th-Percentile Queue Length [ft/In] <br />20.04 <br />26.56 <br />35.22 <br />121.54 <br />7.89 <br />77.58 <br />95th-Percentile Queue Length [veh/In] <br />1.44 <br />1.91 <br />2.54 <br />8.48 <br />0.57 <br />5.59 <br />95th-Percentile Queue Length [ft/In] <br />36.07 <br />I 47.82 <br />63.39 <br />I 211.94 <br />14.20 <br />I 139.65 <br />Scenario 6: 6 2040 PM No -Build <br />F96 <br />
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