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Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Lane Group Calculations <br />Spack <br />Lane Group <br />L <br />R <br />C <br />R <br />L <br />C <br />L, Total Lost Time per Cycle [s] <br />4.00 <br />4.00 <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 />A <br />A <br />0.00 <br />A <br />12, Clearance Lost Time [s] <br />2.00 <br />2.00 <br />3.00 <br />3.00 <br />0.00 <br />3.00 <br />g_i, Effective Green Time [s] <br />1 <br />1 <br />16 <br />10 <br />15 <br />15 <br />g / C, Green / Cycle <br />0.04 <br />0.04 <br />0.39 <br />0.39 <br />0.60 <br />0.60 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.03 <br />0.02 <br />0.15 <br />0.11 <br />0.04 <br />0.26 <br />s, saturation flow rate [veh/h] <br />3412 <br />1568 <br />3478 <br />1568 <br />1081 <br />3478 <br />c, Capacity [veh/h] <br />152 <br />70 <br />1353 <br />1 610 <br />983 <br />2104 <br />d1, Uniform Delay [s] <br />12.09 <br />11.97 <br />5.60 <br />5.36 <br />2.20 <br />2.72 <br />k, delay calibration <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 />d2, Incremental Delay [s] <br />5.83 <br />4.89 <br />0.17 <br />0.24 <br />0.02 <br />0.14 <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 />Rp, platoon ratio <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 />Lane Group Results <br />X, volume / capacity <br />0.70 <br />0.47 <br />0.37 <br />0.27 <br />0.05 <br />0.43 <br />d, Delay for Lane Group [s/veh] <br />17.92 <br />16.85 <br />5.77 <br />5.60 <br />2.22 <br />2.86 <br />Lane Group LOS <br />B <br />B <br />A <br />A <br />A <br />A <br />Critical Lane Group <br />50th -Percentile Queue Length [veh] <br />0.34 <br />0.23 <br />0.39 <br />0.27 <br />0.01 <br />0.04 <br />50th -Percentile Queue Length [ft] <br />8.47 <br />5.66 <br />9.81 <br />6.67 <br />0.14 <br />1.04 <br />95th -Percentile Queue Length [veh] <br />0.61 <br />0.41 <br />0.71 <br />0.48 <br />0.01 <br />0.07 <br />95th -Percentile Queue Length [ft] <br />15.25 <br />10.19 <br />17.65 <br />12.00 <br />0.25 <br />1.87 <br />Line Avenue Operations <br />Scenario 3: 3: AM - Alt C <br />Traffic Impact Study D114 Line Avenue Operations <br />