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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 />A <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 />3 <br />10 <br />3 <br />3 <br />21 <br />15 <br />15 <br />21 <br />16 <br />16 <br />g / C, Green / Cycle <br />0.08 <br />0.25 <br />0.07 <br />0.07 <br />0.51 <br />0.37 <br />0.37 <br />0.51 <br />1 0.38 <br />0.38 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.03 <br />0.03 <br />0.06 <br />0.04 <br />0.04 <br />0.15 <br />0.11 <br />0.04 <br />0.29 <br />0.29 <br />s, saturation flow rate [veh/h] <br />3412 <br />1601 <br />1345 <br />1589 <br />743 <br />3478 <br />1568 <br />1025 <br />1 1827 <br />1719 <br />c, Capacity [veh/h] <br />278 <br />401 <br />182 <br />116 <br />497 <br />1270 <br />573 <br />682 <br />685 <br />645 <br />d1, Uniform Delay [s] <br />18.05 <br />12.00 <br />20.78 <br />18.67 <br />6.58 <br />9.91 <br />9.37 <br />5.43 <br />11.46 <br />11.47 <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 />0.74 <br />0.12 <br />1.82 <br />4.52 <br />0.05 <br />0.22 <br />0.28 <br />0.04 <br />1.95 <br />2.07 <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 />0.35 <br />0.11 <br />0.46 <br />0.58 <br />0.06 <br />0.42 <br />0.29 <br />0.06 <br />1 0.78 <br />1 0.78 <br />d, Delay for Lane Group [s/veh] <br />18.80 <br />12.12 <br />22.60 <br />23.18 <br />6.63 <br />10.13 <br />9.65 <br />5.46 <br />13.41 <br />1 13.54 <br />Lane Group LOS <br />B <br />B <br />C <br />C <br />A <br />B <br />A <br />A <br />B <br />I B <br />Critical Lane Group <br />50th -Percentile Queue Length [veh] <br />0.41 <br />0.27 <br />0.86 <br />0.69 <br />0.09 <br />1.37 <br />0.82 <br />0.11 <br />3.27 <br />3.10 <br />50th -Percentile Queue Length [ft] <br />10.31 <br />6.68 <br />21.49 <br />17.28 <br />2.25 <br />34.30 <br />20.58 <br />2.73 <br />81.80 <br />77.59 <br />95th -Percentile Queue Length [veh] <br />0.74 <br />0.48 <br />1.55 <br />1.24 <br />0.16 <br />1 2.47 <br />1.48 <br />0.20 <br />5.89 <br />5.59 <br />95th -Percentile Queue Length [ft] <br />18.56 <br />12.02 <br />38.68 <br />31.10 <br />4.06 <br />61.73 <br />37.04 <br />4.91 <br />147.24 <br />139.66 <br />Line Avenue Operations <br />Scenario 5: 5: AM - Alt A <br />Traffic Impact Study D46 Line Avenue Operations <br />