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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 - AM 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) 155 94 499 93 68 0 1533 0 698 22 <br />Future Volume (vph) 155 94 499 93 68 0 1533 0 698 22 <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 4965 1770 5085 2787 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)1770 1583 4965 1770 5085 2787 <br />Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br />Adj. Flow (vph) 168 102 542 101 74 0 1666 0 759 24 <br />RTOR Reduction (vph) 0 88 00000000 <br />Lane Group Flow (vph) 168 14 643 0 74 0 1666 0 783 0 <br />Turn Type Prot Perm NA Prot NA Prot <br />Protected Phases 32169 <br />Permitted Phases 8 <br />Actuated Green, G (s) 15.0 15.0 34.9 7.7 47.1 34.4 <br />Effective Green, g (s) 15.0 15.0 34.9 7.7 47.1 34.4 <br />Actuated g/C Ratio 0.14 0.14 0.32 0.07 0.43 0.31 <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) 241 215 1575 123 2177 871 <br />v/s Ratio Prot c0.09 0.13 0.04 c0.33 c0.28 <br />v/s Ratio Perm 0.01 <br />v/c Ratio 0.70 0.06 0.41 0.60 0.77 0.90 <br />Uniform Delay, d1 45.3 41.4 29.5 49.7 26.7 36.1 <br />Progression Factor 1.00 1.00 0.42 1.00 1.00 1.00 <br />Incremental Delay, d2 8.5 0.1 0.8 8.0 2.6 12.0 <br />Delay (s)53.8 41.5 13.1 57.7 29.4 48.1 <br />Level of Service D D B E C D <br />Approach Delay (s) 49.2 13.1 30.6 48.1 <br />Approach LOS D B C D <br />Intersection Summary <br />HCM 2000 Control Delay 32.8 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.84 <br />Actuated Cycle Length (s) 110.0 Sum of lost time (s)18.0 <br />Intersection Capacity Utilization 54.0% ICU Level of Service A <br />Analysis Period (min)15 <br />c Critical Lane Group <br />2-340