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<br />Generated with 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, 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 />51 <br />4.00 <br />0.00 <br />2.00 <br />51 <br />4.00 <br />0.00 <br />2.00 <br />51 <br />4.00 <br />0.00 <br />2.00 <br />9 <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 />18 18 18 73 <br />0.56 <br />0.34 <br />6434 <br />3626 <br />13.09 <br />0.50 <br />1.00 <br />0.78 <br />0.00 <br />1.00 <br />1.00 <br />0.56 <br />0.29 <br />6434 <br />3626 <br />12.01 <br />0.50 <br />1.00 <br />0.51 <br />0.00 <br />1.00 <br />1.00 <br />0.56 <br />0.26 <br />1757 <br />990 <br />0.10 <br />0.08 <br />2665 <br />275 <br />39.25 <br />0.11 <br />1.00 <br />4.01 <br />0.00 <br />1.00 <br />1.00 <br />0.20 0.20 0.20 0.81 <br />0.14 0.14 0.15 0.47 <br />1687 1719 1612 2665 <br />(v / s)_i Volume / Saturation Flow Rate <br />s, saturation flow rate [veh/h] <br />c, Capacity [veh/h]338 344 323 2154 <br />d1, Uniform Delay [s]11.61 <br />0.50 <br />1.00 <br />1.56 <br />0.00 <br />1.00 <br />1.00 <br />33.46 33.37 33.72 3.13 <br />0.11 0.11 0.11 0.50 <br />1.00 1.00 1.00 1.00 <br />2.55 2.37 3.11 1.16 <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 />0.61 <br />13.87 <br />B <br />0.51 <br />12.51 <br />B <br />0.46 <br />13.17 <br />B <br />0.75 <br />43.26 <br />D <br />0.69 0.68 0.73 0.58 <br />36.02 35.73 36.82 4.29 <br />D D D A <br />Critical Lane Group No No No Yes No No Yes Yes <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 />6.96 5.27 <br />131.63 <br />9.03 <br />225.70 <br />5.40 <br />134.96 <br />9.21 <br />230.22 <br />2.33 <br />58.14 <br />4.19 <br />104.65 <br />4.90 4.87 4.97 2.60 <br />122.4 121.7 124.2 64.95 <br />8.53 8.49 8.63 4.68 <br />213.1 212.2 215.6 116.9 <br />173.98 <br />11.29 <br />282.15 <br />  <br />  <br />City Council 22 – 621 9/17/2024