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HCM Signalized Intersection Capacity Analysis <br />9: Main St & Edgewood Rd 09/03/2019 <br />Movement WBL WBR NBT NBR SBL2 SBL SBT NWL NWR NWR2 <br />Lane Configurations <br />I <br />W4 <br />►j <br />TTT <br />rill <br />Traffic Volume (vph) <br />155 <br />94 <br />499 <br />93 <br />68 <br />0 <br />1533 <br />0 <br />698 <br />22 <br />Future Volume (vph) <br />155 <br />94 <br />499 <br />93 <br />68 <br />0 <br />1533 <br />0 <br />698 <br />22 <br />Ideal Flow(vphpl) <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />Total Lost time (s) <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />Lane Util. Factor <br />1.00 <br />1.00 <br />0.91 <br />1.00 <br />0.91 <br />0.88 <br />Frt <br />1.00 <br />0.85 <br />0.98 <br />1.00 <br />1.00 <br />0.85 <br />Flt Protected <br />0.95 <br />1.00 <br />1.00 <br />0.95 <br />1.00 <br />1.00 <br />Satd. Flow (prot) <br />1770 <br />1583 <br />4965 <br />1770 <br />5085 <br />2787 <br />Flt Permitted <br />0.95 <br />1.00 <br />1.00 <br />0.95 <br />1.00 <br />1.00 <br />Satd. Flow (perm) <br />1770 <br />1583 <br />4965 <br />1770 <br />5085 <br />2787 <br />Peak -hour factor, PHF <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />Adj. Flow (vph) <br />168 <br />102 <br />542 <br />101 <br />74 <br />0 <br />1666 <br />0 <br />759 <br />24 <br />RTOR Reduction (vph) <br />0 <br />88 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Lane Group Flow (vph) <br />168 <br />14 <br />643 <br />0 <br />74 <br />0 <br />1666 <br />0 <br />783 <br />0 <br />Turn Type <br />Prot <br />Perm <br />NA <br />Prot <br />NA <br />Prot <br />Protected Phases <br />3 <br />2 <br />1 <br />6 <br />9 <br />Permitted Phases <br />8 <br />Actuated Green, G (s) <br />15.0 <br />15.0 <br />34.9 <br />7.7 <br />47.1 <br />34.4 <br />Effective Green, g (s) <br />15.0 <br />15.0 <br />34.9 <br />7.7 <br />47.1 <br />34.4 <br />Actuated g/C Ratio <br />0.14 <br />0.14 <br />0.32 <br />0.07 <br />0.43 <br />0.31 <br />Clearance Time (s) <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />Vehicle Extension (s) <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />Lane Grp Cap (vph) <br />241 <br />215 <br />1575 <br />123 <br />2177 <br />871 <br />v/s Ratio Prot <br />c0.09 <br />0.13 <br />0.04 <br />c0.33 <br />c0.28 <br />v/s Ratio Perm <br />0.01 <br />v/c Ratio <br />0.70 <br />0.06 <br />0.41 <br />0.60 <br />0.77 <br />0.90 <br />Uniform Delay, d1 <br />45.3 <br />41.4 <br />29.5 <br />49.7 <br />26.7 <br />36.1 <br />Progression Factor <br />1.00 <br />1.00 <br />0.42 <br />1.00 <br />1.00 <br />1.00 <br />Incremental Delay, d2 <br />8.5 <br />0.1 <br />0.8 <br />8.0 <br />2.6 <br />12.0 <br />Delay (s) <br />53.8 <br />41.5 <br />13.1 <br />57.7 <br />29.4 <br />48.1 <br />Level of Service <br />D <br />D <br />B <br />E <br />C <br />D <br />Approach Delay (s) <br />49.2 <br />13.1 <br />30.6 <br />48.1 <br />Approach LOS <br />D <br />B <br />C <br />D <br />Intersection Summary <br />HCM 2000 Control Delay <br />32.8 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio <br />0.84 <br />Actuated Cycle Length (s) <br />110.0 Sum of lost time (s) 18.0 <br />Intersection Capacity Utilization <br />54.0% ICU Level of Service A <br />Analysis Period (min) <br />15 <br />c Critical Lane Group <br />The Addington 09/0312019 OY Cumulative -AM Peak Hour Synchro 10 Report <br />Page 1 <br />