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HCM Signalized Intersection Capacity Analysis <br />9: Main St & Edgewood Rd 09/13/2019 <br />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 2 <br />Movement NWR NWR2 <br />Lane Configurations <br />Traffic Volume (vph) 719 22 <br />Future Volume (vph) 719 22 <br />Ideal Flow (vphpl)1900 1900 <br />Total Lost time (s)4.5 <br />Lane Util. Factor 0.88 <br />Frt 0.85 <br />Flt Protected 1.00 <br />Satd. Flow (prot)2787 <br />Flt Permitted 1.00 <br />Satd. Flow (perm)2787 <br />Peak-hour factor, PHF 0.97 0.97 <br />Adj. Flow (vph) 741 23 <br />RTOR Reduction (vph) 0 0 <br />Lane Group Flow (vph) 764 0 <br />Turn Type Prot <br />Protected Phases 9 <br />Permitted Phases <br />Actuated Green, G (s) 33.2 <br />Effective Green, g (s) 33.2 <br />Actuated g/C Ratio 0.30 <br />Clearance Time (s)4.5 <br />Vehicle Extension (s) 3.0 <br />Lane Grp Cap (vph) 841 <br />v/s Ratio Prot c0.27 <br />v/s Ratio Perm <br />v/c Ratio 0.91 <br />Uniform Delay, d1 36.9 <br />Progression Factor 1.00 <br />Incremental Delay, d2 13.4 <br />Delay (s) 50.4 <br />Level of Service D <br />Approach Delay (s) <br />Approach LOS <br />Intersection Summary <br />2-322