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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 />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 />9 <br />23 <br />10 <br />10 <br />27 <br />19 <br />19 <br />27 <br />19 <br />19 <br />g / C, Green / Cycle <br />0.16 <br />0.38 <br />0.16 <br />0.16 <br />0.45 <br />0.32 <br />0.32 <br />0.45 <br />0.31 <br />0.31 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.11 <br />0.12 <br />0.11 <br />0.06 <br />0.10 <br />0.21 <br />0.27 <br />0.07 <br />0.20 <br />0.20 <br />s, saturation flow rate [veh/h] <br />3412 <br />1615 <br />1171 <br />1617 <br />970 <br />3478 <br />1568 <br />934 <br />1827 <br />1679 <br />c, Capacity [veh/h] <br />529 <br />623 <br />176 <br />264 <br />486 <br />1119 <br />505 <br />-469T <br />569 <br />523 <br />d1, Uniform Delay [s] <br />23.87 <br />12.77 <br />29.19 <br />22.17 <br />10.67 <br />17.25 <br />18.63 <br />10.52 <br />17.58 <br />17.60 <br />k, delay calibration <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.16 <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 />1.76 <br />0.28 <br />6.69 <br />0.86 <br />0.20 <br />0.62 <br />4.99 <br />0.14 <br />1.18 <br />1.30 <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 />0.31 <br />0.76 <br />0.37 <br />0.20 <br />1 0.64 <br />1 0.82 <br />0.15 <br />1 0.64 <br />1 0.64 <br />d, Delay for Lane Group [s/veh] <br />25.63 <br />13.06 <br />35.88 <br />23.04 <br />10.87 <br />17.87 <br />23.62 <br />10.67 <br />18.77 <br />1 18.90 <br />Lane Group LOS <br />C <br />B <br />D <br />C <br />B <br />I B <br />I C <br />B <br />B <br />I B <br />Critical Lane Group <br />50th -Percentile Queue Length [veh] <br />2.46 <br />1.66 <br />2.18 <br />1.20 <br />0.65 <br />1 3.75 <br />5.27 <br />0.43 <br />3.80 <br />3.52 <br />50th -Percentile Queue Length [ft] <br />61.44 <br />41.49 <br />54.45 <br />30.10 <br />16.29 <br />F93.73 <br />131.78 <br />10.86 <br />95.01 <br />88.10 <br />95th -Percentile Queue Length [veh] <br />4.42 <br />2.99 <br />3.92 <br />2.17 <br />1.17 <br />1 6.75 <br />9.04 <br />0.78 <br />6.84 <br />6.34 <br />95th -Percentile Queue Length [ft] <br />110.60 <br />74.68 <br />98.01 <br />54.18 <br />29.33168.71 <br />225.91 <br />19.55 <br />171.01 <br />158.59 <br />Line Avenue Operations <br />Scenario 8: 8: PM - Alt A <br />Traffic Impact Study D63 Line Avenue Operations <br />