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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 />B <br />B <br />2.00 <br />C <br />0.00 <br />B <br />B <br />0.00 <br />B <br />I B <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 />8 <br />14 <br />2 <br />2 <br />23 <br />16 <br />16 <br />23 <br />17 <br />17 <br />g / C, Green / Cycle <br />0.17 <br />0.30 <br />0.04 <br />0.04 <br />0.49 <br />0.34 <br />0.34 <br />0.49 <br />1 0.36 <br />0.36 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.12 <br />0.11 <br />0.04 <br />0.02 <br />0.04 <br />0.17 <br />0.27 <br />0.08 <br />0.17 <br />0.17 <br />s, saturation flow rate [veh/h] <br />3412 <br />1590 <br />1196 <br />1624 <br />965 <br />3478 <br />1568 <br />1021 <br />1 1827 <br />1816 <br />c, Capacity [veh/h] <br />598 <br />476 <br />152 <br />64 <br />596 <br />1169 <br />527 <br />-615T <br />657 <br />653 <br />d1, Uniform Delay [s] <br />18.28 <br />13.07 <br />23.74 <br />22.37 <br />6.75 <br />12.67 <br />14.24 <br />6.97 <br />11.74 <br />11.74 <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 />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 1.00 <br />1.00 <br />d2, Incremental Delay [s] <br />1.29 <br />0.46 <br />1.15 <br />6.92 <br />0.05 <br />0.36 <br />2.69 <br />0.10 <br />0.53 <br />0.54 <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 />0.67 <br />0.36 <br />0.31 <br />0.54 <br />0.07 <br />0.52 <br />0.79 <br />0.13 <br />1 0.47 <br />1 0.47 <br />d, Delay for Lane Group [s/veh] <br />19.58 <br />13.53 <br />24.88 <br />29.30 <br />6.80 <br />13.03 <br />16.93 <br />7.07 <br />12.27 <br />1 12.27 <br />Lane Group LOS <br />B <br />B <br />C <br />C <br />A <br />B <br />B <br />A <br />B <br />I B <br />Critical Lane Group <br />50th -Percentile Queue Length [veh] <br />1.91 <br />1.28 <br />0.55 <br />0.47 <br />0.17 <br />2.12 <br />3.58 <br />0.30 <br />2.01 <br />2.00 <br />50th -Percentile Queue Length [ft] <br />47.65 <br />32.06 <br />13.76 <br />11.81 <br />4.17 <br />53.04 <br />89.45 <br />7.56 <br />50.25 <br />49.99 <br />95th -Percentile Queue Length [veh] <br />3.43 <br />2.31 <br />0.99 <br />0.85 <br />0.30 <br />1 3.82 <br />6.44 <br />0.54 <br />3.62 <br />3.60 <br />95th -Percentile Queue Length [ft] <br />85.78 <br />57.70 <br />24.78 <br />21.27 <br />7.51 <br />95.47 <br />161.02 <br />13.61 <br />90.46 <br />89.97 <br />Line Avenue Operations <br />Scenario 7: 7: PM - Alt B <br />Traffic Impact Study D97 Line Avenue Operations <br />