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1 - CUP18-27_1703 E 17TH STREET
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Scenario 8: 8: Future with Project PM <br />6/21/2018 <br />Version 4.00-01 <br />Generated with <br />65.8657.9718.9762.1356.0713.5515.3445.7695th-Percentile Queue Length [ft] <br />2.632.320.762.492.240.540.611.8395th-Percentile Queue Length [veh] <br />36.5932.2110.5434.5131.157.538.5225.4250th-Percentile Queue Length [ft] <br />1.461.290.421.381.250.300.341.0250th-Percentile Queue Length [veh] <br />YesNoNoNoNoYesNoYesCritical Lane Group <br />AACAACBBLane Group LOS <br />8.197.6121.168.217.6922.5313.9115.57d, Delay for Lane Group [s/veh] <br />0.710.710.560.680.680.520.170.44X, 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 />1.200.625.291.060.546.270.240.92d2, 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 />6.996.9915.877.147.1416.2613.6714.65d1, Uniform Delay [s] <br />803155191763149764325333c, Capacity [veh/h] <br />16533192159716273192159715431414s, saturation flow rate [veh/h] <br />0.350.350.030.320.320.020.040.10(v / s)_i Volume / Saturation Flow Rate <br />0.490.490.060.470.470.040.130.13g / C, Green / Cycle <br />171721616144g_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 8: 8: Future with Project PM <br />GTC <br />J1461 - Rocket Express Car Wash <br />1-155
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