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Generated with <br />Scenario 2: 2 PM Existing <br />Version 2022 (SP 0-11) [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 />51 <br />51 <br />51 <br />9 <br />18 <br />18 <br />18 <br />73 <br />g / C, Green / Cycle <br />0.56 <br />0.56 <br />0.56 <br />0.10 <br />0.20 <br />T 0.20 <br />0.20 <br />0.81 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.34 <br />0.29 <br />0.26 <br />0.08 <br />0.14 <br />0.14 <br />0.15 <br />0.47 <br />s, saturation flow rate [veh/h] <br />6434 <br />6434 <br />1757 <br />2665 <br />1687 <br />F1719 <br />1 1612 <br />1 2665 <br />c, Capacity [veh/h] <br />3626 <br />3626 <br />990 <br />275 <br />338 <br />344 <br />323 <br />2154 <br />d1, Uniform Delay [s] <br />13.09 <br />12.01 <br />11.61 <br />39.25 <br />33.46 <br />33.37 <br />33.72 <br />3.13 <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 />0.78 <br />0.51 <br />1.56 <br />4.01 <br />2.55 <br />2.37 <br />3.11 <br />1.16 <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 />0.61 <br />0.51 <br />0.46 <br />0.75 <br />0.69 <br />1 0.68 <br />1 0.73 <br />1 0.58 <br />d, Delay for Lane Group [s/veh] <br />13.87 <br />12.51 <br />13.17 <br />43.26 <br />36.02 <br />F35.73 <br />36.82 <br />1 4.29 <br />Lane Group LOS <br />B <br />B <br />B <br />D <br />D <br />D <br />D <br />A <br />Critical Lane Group <br />Yes <br />No <br />N, <br />50th-Percentile Queue Length [veh/In] <br />6.96 <br />5.27 <br />5.40 <br />2.33 <br />4.90 <br />1 4.87 <br />1 4.97 <br />1 2.60 <br />50th-Percentile Queue Length [ft/In] <br />173.98 <br />131.63 <br />134.96 <br />58.14 <br />122.4 <br />121.7 <br />124.2 <br />64.95 <br />95th-Percentile Queue Length [veh/In] <br />11.29 <br />9.03 <br />9.21 <br />4.19 <br />8.53 <br />8.49 <br />1 8.63 <br />1 4.68 <br />95th-Percentile Queue Length [ft/In] <br />282.15 <br />225.70 <br />230.22 <br />104.65 <br />213.1 <br />212.2 <br />215.E <br />116.9 <br />