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Appendix F - Capacity Analysis Backup <br />Generated with <br />PTV <br />Version 2020 (SP 0-3) <br />VATO <br />pOLUTIONSack <br />S <br />Movement, Approach, & Intersection Results <br />d_M, Delay for Movement [s/veh] <br />23.24 <br />6.59 <br />11.28 <br />11.36 <br />11.32 <br />11.70 <br />11.70 <br />12.39 <br />Movement LOS <br />C <br />I A <br />I <br />B <br />I <br />I B <br />I B <br />I <br />I <br />B <br />I B <br />I B <br />d A, Approach Delay [s/veh] <br />7.33 <br />11.35 <br />12.30 <br />Approach LOS <br />A <br />B <br />B <br />d_I, Intersection Delay [s/veh] <br />10.27 <br />Intersection LOS <br />B <br />Intersection V/C <br />0.144 <br />Other Modes <br />g_Walk,mi, Effective Walk Time [s] <br />11.0 <br />M_corner, Corner Circulation Area [ft2/ped] <br />0.00 <br />M_CW, Crosswalk Circulation Area [ft2/pedl <br />0.00 <br />d_p, Pedestrian Delay [s] <br />34.67 <br />I_p,int, Pedestrian LOS Score for Intersecticn <br />1.994 <br />Crosswalk LOS <br />A <br />s_b, Saturation Flow Rate of the bicycle lane <br />2000 <br />2000 <br />2000 <br />c_b, Capacity of the bicycle lane [bicycles/I,] <br />778 <br />778 <br />667 <br />d_b, Bicycle Delay [s] <br />16.81 <br />16.81 <br />20.00 <br />I_b,int, Bicycle LOS Score for Intersection <br />1.763 <br />1.857 <br />4.132 <br />1.835 <br />Bicycle LOS <br />A <br />A <br />D <br />A <br />Sequence <br />Ring 1 <br />2 <br />Ring 2 <br />5 <br />6 <br />8 <br />Ring 3 <br />Ring 4 <br />Scenario 1: 1 AM Exist <br />F14 <br />