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1 - CUP18-27_1703 E 17TH STREET
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Scenario 4: 4: Future without Project PM <br />6/21/2018 <br />Version 4.00-01 <br />Generated with <br />63.8956.1518.1359.5653.6913.4014.8844.5895th-Percentile Queue Length [ft] <br />2.562.250.732.382.150.540.601.7895th-Percentile Queue Length [veh] <br />35.4931.1910.0733.0929.837.448.2724.7750th-Percentile Queue Length [ft] <br />1.421.250.401.321.190.300.330.9950th-Percentile Queue Length [veh] <br />YesNoNoNoNoYesNoYesCritical Lane Group <br />AACAACBBLane Group LOS <br />8.147.5621.058.097.5822.3313.8115.45d, Delay for Lane Group [s/veh] <br />0.710.710.550.670.670.510.160.44X, volume / capacity <br />Lane Group Results <br />1.001.001.001.001.001.001.001.00PF, progression factor <br />1.001.001.001.001.001.001.001.00Rp, platoon ratio <br />0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] <br />1.190.625.311.040.536.240.240.90d2, Incremental Delay [s] <br />1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor <br />0.110.110.110.110.110.110.110.11k, delay calibration <br />6.956.9515.757.057.0516.0913.5814.55d1, Uniform Delay [s] <br />800154489762149664323332c, Capacity [veh/h] <br />16533192159716273192159715501408s, saturation flow rate [veh/h] <br />0.340.340.030.310.310.020.030.10(v / s)_i Volume / Saturation Flow Rate <br />0.480.480.060.470.470.040.130.13g / C, Green / Cycle <br />161621616144g_i, Effective Green Time [s] <br />2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] <br />0.000.000.000.000.000.002.002.00l1_p, Permitted Start-Up Lost Time [s] <br />4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] <br />CCLCCLCCLane Group <br />Lane Group Calculations <br />6Scenario 4: 4: Future without Project PM <br />GTC <br />J1461 - Rocket Express Car Wash <br />1-147
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