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Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Lane Group Calculations <br />Spa,ck <br />Lane Group <br />L <br />C <br />L <br />C <br />L <br />C <br />R <br />L <br />C <br />C <br />L, Total Lost Time per Cycle [s] <br />4.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />11_p, Permitted Start -Up Lost Time [s] <br />C <br />B <br />2.00 <br />C <br />0.00 <br />I B <br />I C <br />0.00 <br />C <br />I C <br />12, Clearance Lost Time [s] <br />2.00 <br />3.00 <br />3.00 <br />3.00 <br />0.00 <br />3.00 <br />3.00 <br />0.00 <br />3.00 <br />3.00 <br />g_i, Effective Green Time [s] <br />9 <br />25 <br />12 <br />12 <br />26 <br />20 <br />20 <br />26 <br />11 <br />11 <br />g / C, Green / Cycle <br />0.15 <br />0.42 <br />0.20 <br />0.20 <br />0.42 <br />0.32 <br />0.32 <br />0.42 <br />1 0.18 <br />0.18 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.11 <br />0.11 <br />0.03 <br />0.16 <br />0.24 <br />0.14 <br />0.27 <br />0.03 <br />0.14 <br />0.14 <br />s, saturation flow rate [veh/h] <br />3412 <br />1741 <br />1171 <br />1620 <br />1315 <br />3478 <br />1568 <br />1031 <br />1827 <br />1745 <br />c, Capacity [veh/h] <br />527 <br />724 <br />224 <br />317 <br />612 <br />1117 <br />503 <br />510 <br />334 <br />319 <br />d1, Uniform Delay [s] <br />24.58 <br />11.77 <br />26.18 <br />23.71 <br />13.35 <br />16.44 <br />19.21 <br />10.84 <br />23.69 <br />23.72 <br />k, delay calibration <br />0.11 <br />0.11 <br />0.11 <br />0.16 <br />0.13 <br />0.11 <br />0.17 <br />0.11 <br />0.11 <br />0.11 <br />1, 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 />1.00 <br />1.00 <br />1.00 <br />d2, Incremental Delay [s] <br />1.79 <br />0.20 <br />0.36 <br />8.42 <br />0.84 <br />0.27 <br />5.44 <br />0.05 <br />T3.37 <br />3.66 <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 />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 />1.00 <br />1.00 <br />1.00 <br />PF, progression factor <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Lane Group Results <br />X, volume / capacity <br />0.71 <br />0.27 <br />0.17 <br />0.84 <br />0.52 <br />1 0.44 <br />1 0.83 <br />0.06 <br />1 0.75 <br />1 0.76 <br />d, Delay for Lane Group [s/veh] <br />26.37 <br />11.97 <br />26.53 <br />32.12 <br />14.20 <br />1 16.71 <br />1 24.65 <br />10.89 <br />27.06 <br />1 27.38 <br />Lane Group LOS <br />C <br />B <br />C <br />C <br />B <br />I B <br />I C <br />B <br />C <br />I C <br />Critical Lane Group <br />50th -Percentile Queue Length [veh] <br />2.54 <br />1.58 <br />0.51 <br />4.18 <br />2.76 <br />1 2.45 <br />5.52 <br />0.22 <br />3.36 <br />3.27 <br />50th -Percentile Queue Length [ft] <br />63.58 <br />39.57 <br />12.87 <br />104.49 <br />68.94 <br />F61.27 <br />138.00 <br />5.46 <br />83.96 <br />81.65 <br />95th -Percentile Queue Length [veh] <br />4.58 <br />2.85 <br />0.93 <br />7.52 <br />4.96 <br />1 4.41 <br />9.37 <br />0.39 <br />6.05 <br />5.88 <br />95th -Percentile Queue Length [ft] <br />114.44 <br />71.23 <br />23.17 <br />188.08 <br />124.10110.29 <br />234.33 <br />9.83 <br />151.14 <br />146.98 <br />Line Avenue Operations <br />Scenario 2: 2: PM Existing <br />Traffic Impact Study D29 Line Avenue Operations <br />