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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 />A <br />2.00 <br />C <br />0.00 <br />I B <br />I B <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 />4 <br />24 <br />16 <br />16 <br />20 <br />14 <br />14 <br />20 <br />11 <br />11 <br />g / C, Green / Cycle <br />0.07 <br />0.44 <br />0.30 <br />0.30 <br />0.37 <br />0.27 <br />0.27 <br />0.37 <br />1 0.21 <br />0.21 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.03 <br />0.03 <br />0.02 <br />0.26 <br />0.12 <br />0.13 <br />0.11 <br />0.02 <br />0.16 <br />0.16 <br />s, saturation flow rate [veh/h] <br />3412 <br />1698 <br />1345 <br />1586 <br />1127 <br />3478 <br />1568 <br />1071 <br />1827 <br />1789 <br />c, Capacity [veh/h] <br />245 <br />756 <br />471 <br />473 <br />493 <br />940 <br />424 <br />497 <br />387 <br />379 <br />d1, Uniform Delay [s] <br />23.66 <br />8.43 <br />15.40 <br />17.65 <br />12.22 <br />16.26 <br />15.89 <br />11.08 <br />19.67 <br />19.68 <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 />1.00 <br />1.00 <br />d2, Incremental Delay [s] <br />1.03 <br />0.03 <br />0.06 <br />4.58 <br />0.28 <br />0.36 <br />0.59 <br />0.03 <br />T2.84 <br />2.94 <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 />0.40 <br />0.06 <br />0.07 <br />0.86 <br />0.26 <br />1 0.47 <br />1 0.39 <br />0.04 <br />1 0.74 <br />1 0.75 <br />d, Delay for Lane Group [s/veh] <br />24.69 <br />8.46 <br />15.46 <br />22.23 <br />12.50 <br />1 16.62 <br />1 16.48 <br />11.11 <br />22.51 <br />1 22.62 <br />Lane Group LOS <br />C <br />A <br />B <br />C <br />B <br />I B <br />I B <br />B <br />C <br />I C <br />Critical Lane Group <br />50th -Percentile Queue Length [veh] <br />0.58 <br />0.24 <br />0.29 <br />4.68 <br />0.91 <br />1.97 <br />1.50 <br />0.11 <br />3.15 <br />3.10 <br />50th -Percentile Queue Length [ft] <br />14.40 <br />6.03 <br />7.15 <br />116.99 <br />22.87 <br />49.29 <br />37.38 <br />2.84 <br />78.74 <br />77.62 <br />95th -Percentile Queue Length [veh] <br />1.04 <br />0.43 <br />0.51 <br />8.23 <br />1.65 <br />1 3.55 <br />2.69 <br />0.20 <br />5.67 <br />5.59 <br />95th -Percentile Queue Length [ft] <br />25.92 <br />10.86 <br />12.87 <br />205.69 <br />41.17 <br />88.71 <br />67.29 <br />5.10 <br />141.73 <br />139.72 <br />Line Avenue Operations <br />Scenario 1: 1: AM Existing <br />Traffic Impact Study D 12 Line Avenue Operations <br />