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Appendix F - Capacity Analysis Backup <br />Generated with S PaCIC <br />�> a <br />OLUTIONS <br />Version 2020 (SP 0-3) <br />Movement, Approach, & Intersection Results <br />d_M, Delay for Movement [s/veh] <br />23.35 <br />1 6.66 <br />1 <br />11.37 <br />111.46 <br />11.42 <br />11.71 <br />1 11.71 <br />1 12.41 <br />Movement LOS <br />C <br />A <br />B <br />I B <br />B <br />B <br />B <br />B <br />d A, Approach Delay [s/veh] <br />7.37 <br />11.45 <br />12.31 <br />Approach LOS <br />A <br />B <br />B <br />d_I, Intersection Delay [s/veh] <br />10.34 <br />Intersection LOS <br />B <br />Intersection V/C <br />0.149 <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/ped <br />0.00 <br />d_p, Pedestrian Delay [s] <br />34.67 <br />I_p,int, Pedestrian LOS Score for Intersectic <br />n <br />1.996 <br />Crosswalk LOS <br />A <br />s_b, Saturation Flow Rate of the bicycle Ian <br />2000 <br />2000 <br />2000 <br />c_b, Capacity of the bicycle lane [bicycles/ <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 />1.772 <br />1.868 <br />4.132 <br />1.847 <br />Bicycle LOS <br />A <br />A <br />D <br />A <br />Sequence <br />�voieveeeveeeeveee <br />Scenario 3: 3 2022 AM No -Build <br />F46 <br />