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Generated with <br />Scenario 2: 2 PM 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 />52 <br />52 <br />52 <br />9 <br />17 <br />17 <br />17 <br />73 <br />g / C, Green / Cycle <br />0.58 <br />0.58 <br />0.58 <br />0.10 <br />0.19 <br />0.19 <br />0.19 <br />0.81 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.33 <br />0.27 <br />0.25 <br />0.07 <br />0.13 <br />0.13 <br />0.14 <br />0.45 <br />s, saturation flow rate [veh/h] <br />6792 <br />6792 <br />1855 <br />2813 <br />1781 <br />1814 <br />1702 <br />2813 <br />c, Capacity [veh/h] <br />3951 <br />3951 <br />1079 <br />278 <br />332 <br />338 <br />317 <br />2286 <br />d1, Uniform Delay [s] <br />11.70 <br />10.80 <br />10.47 <br />39.45 <br />34.31 <br />34.22 <br />34.55 <br />2.86 <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 />0.58 <br />0.39 <br />1.23 <br />3.83 <br />2.74 <br />2.54 <br />3.35 <br />1 0.95 <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 />0.56 <br />0.46 <br />0.43 <br />0.74 <br />0.70 <br />1 0.69 <br />1 0.74 <br />1 0.55 <br />d, Delay for Lane Group [s/veh] <br />12.28 <br />11.19 <br />11.70 <br />43.29 <br />37.05 <br />36.75 <br />37.91 <br />3.81 <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 />No <br />Yes <br />No <br />FN,Yes <br />50th-Percentile Queue Length [veh/In] <br />6.38 <br />4.86 <br />4.98 <br />2.32 <br />4.96 <br />1 4.93 <br />1 5.04 <br />2.34 <br />50th-Percentile Queue Length [ft/In] <br />159.40 <br />121.52 <br />124.41 <br />58.04 <br />124.0 <br />123.3 <br />125.9 <br />58.38 <br />95th-Percentile Queue Length [veh/In] <br />10.52 <br />8.48 <br />8.63 <br />4.18 <br />8.61 <br />8.58 <br />8.72 <br />4.20 <br />95th-Percentile Queue Length [ft/In] <br />262.92 <br />211.91 <br />215.87 <br />104.48 <br />215.3 <br />214.3 <br />217.9 <br />105.0 <br />