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1 - CUP18-27_1703 E 17TH STREET
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Scenario 7: 7: Future with Project AM <br />6/21/2018 <br />Version 4.00-01 <br />Generated with <br />38.1533.509.9825.7322.1825.9713.9220.1495th-Percentile Queue Length [ft] <br />1.531.340.401.030.891.040.560.8195th-Percentile Queue Length [veh] <br />21.1918.615.5514.2912.3214.437.7311.1950th-Percentile Queue Length [ft] <br />0.850.740.220.570.490.580.310.4550th-Percentile Queue Length [veh] <br />YesNoNoNoNoYesNoYesCritical Lane Group <br />AABAABBBLane Group LOS <br />8.197.6419.256.546.1816.5012.5012.88d, Delay for Lane Group [s/veh] <br />0.640.640.490.580.580.650.190.28X, 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 />1.110.565.940.730.374.290.300.49d2, 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 />7.087.0813.315.815.8112.2112.2012.39d1, Uniform Delay [s] <br />6211230617241430161314307c, Capacity [veh/h] <br />16123192159716163192159715591588s, saturation flow rate [veh/h] <br />0.250.250.020.260.260.070.040.05(v / s)_i Volume / Saturation Flow Rate <br />0.380.380.040.450.450.100.090.09g / C, Green / Cycle <br />111111313322g_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 7: 7: Future with Project AM <br />GTC <br />J1461 - Rocket Express Car Wash <br />1-151
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