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Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Lane Group Calculations <br />Spa,ck <br />Lane Group <br />L <br />C <br />L <br />C <br />L <br />C <br />R <br />L <br />C <br />C <br />L, Total Lost Time per Cycle [s] <br />4.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />5.00 <br />11_p, Permitted Start -Up Lost Time [s] <br />B <br />B <br />2.00 <br />C <br />0.00 <br />I B <br />I A <br />0.00 <br />B <br />I B <br />12, Clearance Lost Time [s] <br />2.00 <br />3.00 <br />3.00 <br />3.00 <br />0.00 <br />3.00 <br />3.00 <br />0.00 <br />3.00 <br />3.00 <br />g_i, Effective Green Time [s] <br />3 <br />9 <br />1 <br />1 <br />17 <br />11 <br />11 <br />17 <br />12 <br />12 <br />g / C, Green / Cycle <br />0.09 <br />0.24 <br />0.04 <br />0.04 <br />0.48 <br />0.32 <br />0.32 <br />0.48 <br />0.34 <br />0.34 <br />(v / s)_i Volume / Saturation Flow Rate <br />0.03 <br />0.02 <br />0.00 <br />0.02 <br />0.03 <br />0.14 <br />0.11 <br />0.04 <br />0.25 <br />0.25 <br />s, saturation flow rate [veh/h] <br />3412 <br />1590 <br />1357 <br />1589 <br />810 <br />3478 <br />1568 <br />1086 <br />1 1827 <br />1812 <br />c, Capacity [veh/h] <br />314 <br />387 <br />200 <br />65 <br />554 <br />1105 <br />498 <br />722 <br />623 <br />617 <br />d1, Uniform Delay [s] <br />15.42 <br />10.59 <br />18.11 <br />17.02 <br />5.82 <br />9.82 <br />9.43 <br />5.24 <br />10.48 <br />10.48 <br />k, delay calibration <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <br />0.11 <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 />1 1.00 <br />1.00 <br />d2, Incremental Delay [s] <br />0.63 <br />0.09 <br />0.05 <br />6.23 <br />0.03 <br />0.28 <br />0.39 <br />0.04 <br />1.67 <br />1.68 <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 />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 />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 />1.00 <br />1.00 <br />Lane Group Results <br />X, volume / capacity <br />0.34 <br />0.09 <br />0.03 <br />0.52 <br />0.04 <br />1 0.45 <br />1 0.33 <br />0.06 <br />1 0.73 <br />1 0.73 <br />d, Delay for Lane Group [s/veh] <br />16.05 <br />10.68 <br />18.16 <br />23.25 <br />5.85 <br />1 10.10 <br />1 9.82 <br />5.28 <br />12.15 <br />1 12.16 <br />Lane Group LOS <br />B <br />B <br />B <br />C <br />A <br />I B <br />I A <br />A <br />B <br />I B <br />Critical Lane Group <br />50th -Percentile Queue Length [veh] <br />0.37 <br />0.17 <br />0.04 <br />0.35 <br />0.05 <br />1.11 <br />0.75 <br />0.10 <br />2.27 <br />2.26 <br />50th -Percentile Queue Length [ft] <br />9.20 <br />4.21 <br />0.97 <br />8.68 <br />1.34 <br />27.85 <br />18.69 <br />2.40 <br />56.79 <br />56.38 <br />95th -Percentile Queue Length [veh] <br />0.66 <br />0.30 <br />0.07 <br />0.63 <br />0.10 <br />2.01 <br />1.35 <br />0.17 <br />4.09 <br />4.06 <br />95th -Percentile Queue Length [ft] <br />16.55 <br />7.58 <br />1.74 <br />15.63 <br />2.42 <br />50.13 <br />33.64 <br />4.32 <br />102.22 <br />101.49 <br />Line Avenue Operations <br />Scenario 4: 4: AM - Alt B <br />Traffic Impact Study D80 Line Avenue Operations <br />