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HCM Signalized Intersection Capacity Analysis <br />9: Main St & Edgewood Rd 09/03/2019 <br />The Addington 09/03/2019 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 1 <br />Movement WBL WBR NBT NBR SBL2 SBL SBT NWL NWR NWR2 <br />Lane Configurations <br />Traffic Volume (vph) 123 95 963 120 111 0 1533 0 400 10 <br />Future Volume (vph) 123 95 963 120 111 0 1533 0 400 10 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Total Lost time (s)4.5 4.5 4.5 4.5 4.5 4.5 <br />Lane Util. Factor 1.00 1.00 0.91 1.00 0.91 0.88 <br />Frt 1.00 0.85 0.98 1.00 1.00 0.85 <br />Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (prot)1770 1583 5001 1770 5085 2787 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)1770 1583 5001 1770 5085 2787 <br />Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 <br />Adj. Flow (vph) 127 98 993 124 114 0 1580 0 412 10 <br />RTOR Reduction (vph) 0 86 00000000 <br />Lane Group Flow (vph) 127 12 1117 0 114 0 1580 0 422 0 <br />Turn Type Prot Perm NA Prot NA Prot <br />Protected Phases 32169 <br />Permitted Phases 8 <br />Actuated Green, G (s) 9.7 9.7 29.6 6.0 40.1 16.7 <br />Effective Green, g (s) 9.7 9.7 29.6 6.0 40.1 16.7 <br />Actuated g/C Ratio 0.12 0.12 0.37 0.08 0.50 0.21 <br />Clearance Time (s)4.5 4.5 4.5 4.5 4.5 4.5 <br />Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 <br />Lane Grp Cap (vph) 214 191 1850 132 2548 581 <br />v/s Ratio Prot c0.07 0.22 0.06 c0.31 c0.15 <br />v/s Ratio Perm 0.01 <br />v/c Ratio 0.59 0.06 0.60 0.86 0.62 0.73 <br />Uniform Delay, d1 33.3 31.1 20.4 36.6 14.4 29.5 <br />Progression Factor 1.00 1.00 0.91 1.00 1.00 1.00 <br />Incremental Delay, d2 4.4 0.1 1.2 40.4 1.1 4.5 <br />Delay (s)37.6 31.3 19.9 77.0 15.6 34.0 <br />Level of Service D C B E B C <br />Approach Delay (s) 34.9 19.9 19.7 34.0 <br />Approach LOS C B B C <br />Intersection Summary <br />HCM 2000 Control Delay 22.5 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.69 <br />Actuated Cycle Length (s) 80.0 Sum of lost time (s)18.0 <br />Intersection Capacity Utilization 53.0% ICU Level of Service A <br />Analysis Period (min)15 <br />c Critical Lane Group <br />2-349