Laserfiche WebLink
Generated with <br />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 <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 />64 <br />64 <br />64 <br />4 <br />10 <br />10 <br />10 <br />78 <br />g / C, Green / Cycle <br />0.71 <br />0.71 <br />0.71 <br />0.04 <br />0.11 <br />0.11 <br />0.11 <br />1 0.87 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.25 <br />0.26 <br />0.24 <br />0.01 <br />0.04 <br />0.04 <br />0.04 <br />0.27 <br />s, saturation flow rate [veh/h] <br />6434 <br />6434 <br />1765 <br />2665 <br />1687 <br />F1696 <br />1612 <br />2665 <br />c, Capacity [veh/h] <br />4590 <br />4590 <br />1259 <br />109 <br />190 <br />191 <br />181 <br />2320 <br />d1, Uniform Delay [s] <br />4.92 <br />5.03 <br />4.87 <br />42.00 <br />36.96 <br />36.96 <br />37.11 <br />1 1.03 <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 />0.21 <br />0.23 <br />0.73 <br />1.76 <br />1.15 <br />1.14 <br />1.40 <br />0.35 <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 />0.35 <br />0.37 <br />0.34 <br />0.33 <br />0.36 <br />1 0.36 <br />1 0.40 <br />1 0.31 <br />d, Delay for Lane Group [s/veh] <br />5.14 <br />5.26 <br />5.60 <br />43.76 <br />38.10 <br />F38.10 <br />38.51 <br />1 1.38 <br />Lane Group LOS <br />A <br />A <br />A <br />D <br />D <br />D <br />D <br />A <br />Critical Lane Group <br />No <br />Yes <br />Yes <br />50th-Percentile Queue Length [veh/In] <br />2.34 <br />2.53 <br />2.64 <br />0.41 <br />1.44 <br />1 1.45 <br />1.52 <br />0.28 <br />50th-Percentile Queue Length [ft/In] <br />58.39 <br />63.29 <br />65.92 <br />10.30 <br />35.97 <br />36.14 <br />38.08 <br />6.98 <br />95th-Percentile Queue Length [veh/In] <br />4.20 <br />4.56 <br />4.75 <br />0.74 <br />2.59 <br />2.60 <br />2.74 <br />0.50 <br />95th-Percentile Queue Length [ft/In] <br />105.10 <br />113.93 <br />118.65 <br />18.54 <br />64.74 <br />65.05 <br />68.55 <br />12.56 <br />