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<br />Generated with 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, Cycle Length [s] <br />C C C R L C C R <br />90 90 90 90 90 90 90 90 <br />L, Total Lost Time per Cycle [s] <br />l1_p, Permitted Start-Up Lost Time [s] <br />l2, Clearance Lost Time [s] <br />g_i, Effective Green Time [s] <br />g / C, Green / Cycle <br />4.00 <br />0.00 <br />2.00 <br />64 <br />4.00 <br />0.00 <br />2.00 <br />64 <br />4.00 <br />0.00 <br />2.00 <br />64 <br />4.00 <br />0.00 <br />2.00 <br />4 <br />4.00 4.00 4.00 4.00 <br />0.00 0.00 0.00 0.00 <br />2.00 2.00 2.00 0.00 <br />10 10 10 78 <br />0.71 <br />0.24 <br />6792 <br />4846 <br />4.84 <br />0.50 <br />1.00 <br />0.18 <br />0.00 <br />1.00 <br />1.00 <br />0.71 <br />0.25 <br />6792 <br />4846 <br />4.93 <br />0.50 <br />1.00 <br />0.20 <br />0.00 <br />1.00 <br />1.00 <br />0.71 <br />0.23 <br />1863 <br />1329 <br />4.79 <br />0.50 <br />1.00 <br />0.64 <br />0.00 <br />1.00 <br />1.00 <br />0.04 <br />0.01 <br />2813 <br />115 <br />41.96 <br />0.11 <br />1.00 <br />1.54 <br />0.00 <br />1.00 <br />1.00 <br />0.11 0.11 0.11 0.87 <br />0.04 0.04 0.04 0.25 <br />1781 1790 1702 2813 <br />(v / s)_i Volume / Saturation Flow Rate <br />s, saturation flow rate [veh/h] <br />c, Capacity [veh/h]200 201 191 2449 <br />d1, Uniform Delay [s]36.89 36.89 37.03 1.01 <br />0.11 0.11 0.11 0.50 <br />1.00 1.00 1.00 1.00 <br />1.00 1.00 1.22 0.30 <br />0.00 0.00 0.00 0.00 <br />1.00 1.00 1.00 1.00 <br />1.00 1.00 1.00 1.00 <br />k, delay calibration <br />I, Upstream Filtering Factor <br />d2, Incremental Delay [s] <br />d3, Initial Queue Delay [s] <br />Rp, platoon ratio <br />PF, progression factor <br />Lane Group Results <br />X, volume / capacity <br />d, Delay for Lane Group [s/veh] <br />Lane Group LOS <br />0.33 <br />5.02 <br />A <br />0.35 <br />5.13 <br />A <br />0.32 <br />5.42 <br />A <br />0.31 <br />43.51 <br />D <br />0.34 0.34 0.38 0.29 <br />37.89 37.89 38.25 1.32 <br />D D D A <br />Critical Lane Group No Yes No Yes No No Yes No <br />50th-Percentile Queue Length [veh/ln] <br />50th-Percentile Queue Length [ft/ln] <br />95th-Percentile Queue Length [veh/ln] <br />95th-Percentile Queue Length [ft/ln] <br />2.29 <br />57.26 <br />4.12 <br />103.07 <br />2.48 <br />61.98 <br />4.46 <br />111.56 <br />2.58 <br />64.43 <br />4.64 <br />115.97 <br />0.41 <br />10.24 <br />0.74 <br />18.43 <br />1.43 1.44 1.51 0.27 <br />35.78 35.95 37.85 6.69 <br />2.58 2.59 2.73 0.48 <br />64.40 64.70 68.13 12.05 <br />  <br />  <br />City Council 22 – 627 9/17/2024