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HCM Signalized Intersection Capacity Analysis <br />9: Main St & Edgewood Rd 09/03/2019 <br />The Addington 09/03/2019 Year 2040 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) 134 101 1232 128 118 0 1687 0 420 11 <br />Future Volume (vph) 134 101 1232 128 118 0 1687 0 420 11 <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 0.99 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 5013 1770 5085 2787 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)1770 1583 5013 1770 5085 2787 <br />Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Adj. Flow (vph) 141 106 1297 135 124 0 1776 0 442 12 <br />RTOR Reduction (vph) 0 91 00000000 <br />Lane Group Flow (vph) 141 15 1432 0 124 0 1776 0 454 0 <br />Turn Type Prot Perm NA Prot NA Prot <br />Protected Phases 32169 <br />Permitted Phases 8 <br />Actuated Green, G (s) 11.6 11.6 26.4 6.3 37.2 17.7 <br />Effective Green, g (s) 11.6 11.6 26.4 6.3 37.2 17.7 <br />Actuated g/C Ratio 0.14 0.14 0.33 0.08 0.47 0.22 <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) 256 229 1654 139 2364 616 <br />v/s Ratio Prot c0.08 c0.29 0.07 c0.35 c0.16 <br />v/s Ratio Perm 0.01 <br />v/c Ratio 0.55 0.07 0.87 0.89 0.75 0.74 <br />Uniform Delay, d1 31.8 29.5 25.1 36.5 17.6 29.0 <br />Progression Factor 1.00 1.00 1.25 1.00 1.00 1.00 <br />Incremental Delay, d2 2.6 0.1 4.8 45.5 2.3 4.6 <br />Delay (s)34.3 29.7 36.1 82.0 19.9 33.6 <br />Level of Service C C D F B C <br />Approach Delay (s) 32.3 36.1 23.9 33.6 <br />Approach LOS C D C C <br />Intersection Summary <br />HCM 2000 Control Delay 29.8 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.79 <br />Actuated Cycle Length (s) 80.0 Sum of lost time (s)18.0 <br />Intersection Capacity Utilization 59.5% ICU Level of Service B <br />Analysis Period (min)15 <br />c Critical Lane Group <br />2-383