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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 />22.50 <br />1 7.20 <br />1 <br />12.58 <br />112.74 <br />12.66 <br />12.01 <br />1 12.01 <br />1 13.09 <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 />7.87 <br />12.72 <br />12.94 <br />Approach LOS <br />A <br />B <br />B <br />d_I, Intersection Delay [s/veh] <br />11.22 <br />Intersection LOS <br />B <br />Intersection V/C <br />0.215 <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 />2.021 <br />Crosswalk LOS <br />B <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 />45.00 <br />20.00 <br />I_b,int, Bicycle LOS Score for Intersection <br />1.863 <br />2.002 <br />4.132 <br />1.972 <br />Bicycle LOS <br />A <br />B <br />D <br />A <br />Sequence <br />�voieveeeveeeeveee <br />Scenario 5: 5 2040 AM No -Build <br />F80 <br />