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<br />Generated with Scenario 1: 1 AM 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 />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 />0.25 <br />6434 <br />4590 <br />4.92 <br />0.50 <br />1.00 <br />0.21 <br />0.00 <br />1.00 <br />1.00 <br />0.71 <br />0.26 <br />6434 <br />4590 <br />5.03 <br />0.50 <br />1.00 <br />0.23 <br />0.00 <br />1.00 <br />1.00 <br />0.71 <br />0.24 <br />1765 <br />1259 <br />4.87 <br />0.50 <br />1.00 <br />0.73 <br />0.00 <br />1.00 <br />1.00 <br />0.04 <br />0.01 <br />2665 <br />109 <br />42.00 <br />0.11 <br />1.00 <br />1.76 <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 0.27 <br />1687 1696 1612 2665 <br />(v / s)_i Volume / Saturation Flow Rate <br />s, saturation flow rate [veh/h] <br />c, Capacity [veh/h]190 191 181 2320 <br />d1, Uniform Delay [s]36.96 36.96 37.11 1.03 <br />0.11 0.11 0.11 0.50 <br />1.00 1.00 1.00 1.00 <br />1.15 1.14 1.40 0.35 <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 />0.35 <br />5.14 <br />A <br />0.37 <br />5.26 <br />A <br />0.34 <br />5.60 <br />A <br />0.33 <br />43.76 <br />D <br />0.36 0.36 0.40 0.31 <br />38.10 38.10 38.51 1.38 <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 />2.34 <br />58.39 <br />4.20 <br />105.10 <br />2.53 <br />63.29 <br />4.56 <br />113.93 <br />2.64 <br />65.92 <br />4.75 <br />118.65 <br />0.41 <br />10.30 <br />0.74 <br />18.54 <br />1.44 1.45 1.52 0.28 <br />35.97 36.14 38.08 6.98 <br />2.59 2.60 2.74 0.50 <br />64.74 65.05 68.55 12.56 <br />  <br />  <br />City Council 22 – 616 9/17/2024