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Generated with <br />Scenario 1: 1 AM Existing <br />Version 2022 (SP 0-8) [Caltrans] Related Bristol, Santa Ana <br />Lane Group Calculations <br />Lane Group <br />C <br />C <br />C <br />R <br />L <br />I C <br />C <br />R <br />C, Cycle Length [s] <br />90 <br />90 <br />90 <br />90 <br />90 <br />90 <br />90 <br />90 <br />L, Total Lost Time per Cycle [s] <br />4.00 <br />4.00 <br />4.00 <br />4.00 <br />4.00 <br />4.00 <br />4.00 <br />4.00 <br />11p, Permitted Start -Up Lost Time [s] <br />0.00 <br />0.00 <br />12, Clearance Lost Time [s] <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />0.00 <br />g_i, Effective Green Time [s] <br />64 <br />64 <br />64 <br />4 <br />10 <br />10 <br />10 <br />78 <br />g / C, Green / Cycle <br />0.71 <br />0.71 <br />0.71 <br />0.04 <br />0.11 <br />0.11 <br />0.11 <br />1 0.87 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.24 <br />0.25 <br />0.23 <br />0.01 <br />0.04 <br />0.04 <br />0.04 <br />0.25 <br />s, saturation flow rate [veh/h] <br />6792 <br />6792 <br />1863 <br />2813 <br />1781 <br />F1790 <br />1702 <br />1 2813 <br />c, Capacity [veh/h] <br />4846 <br />4846 <br />1329 <br />115 <br />200 <br />201 <br />191 <br />2449 <br />d1, Uniform Delay [s] <br />4.84 <br />4.93 <br />4.79 <br />41.96 <br />36.89 <br />36.89 <br />37.03 <br />1.01 <br />k, delay calibration <br />0.50 <br />0.50 <br />0.50 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.50 <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 />d2, Incremental Delay [s] <br />0.18 <br />0.20 <br />0.64 <br />1.54 <br />1.00 <br />1.00 <br />1.22 <br />0.30 <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 />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 />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 />Lane Group Results <br />X, volume / capacity <br />0.33 <br />0.35 <br />0.32 <br />0.31 <br />0.34 <br />1 0.34 <br />1 0.38 <br />1 0.29 <br />d, Delay for Lane Group [s/veh] <br />5.02 <br />5.13 <br />5.42 <br />43.51 <br />37.89 <br />37.89 <br />38.25 <br />1.32 <br />Lane Group LOS <br />A <br />A <br />A <br />D <br />D <br />D <br />D <br />A <br />Critical Lane Group <br />Yes <br />No <br />FN. <br />Yes <br />50th-Percentile Queue Length [veh/In] <br />2.29 <br />2.48 <br />2.58 <br />0.41 <br />1.43 <br />1 1.44 <br />1.51 <br />0.27 <br />50th-Percentile Queue Length [ft/In] <br />57.26 <br />61.98 <br />64.43 <br />10.24 <br />35.78 <br />35.95 <br />37.85 <br />6.69 <br />95th-Percentile Queue Length [veh/In] <br />4.12 <br />4.46 <br />4.64 <br />0.74 <br />2.58 <br />2.59 <br />2.73 <br />0.48 <br />95th-Percentile Queue Length [ft/In] <br />103.07 <br />111.56 <br />115.97 <br />18.43 <br />64.40 <br />64.70 <br />68.13 <br />12.05 <br />