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HCM Signalized Intersection Capacity Analysis <br />9: Main St & Edgewood Rd 09/13/2019 <br />The Addington 09/03/2019 Year 2040 With Option E - Main St/Walkie Way and Surface Parking - 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) 132 99 1262 128 120 0 1718 0 435 11 <br />Future Volume (vph) 132 99 1262 128 120 0 1718 0 435 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 5015 1770 5085 2787 <br />Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 <br />Satd. Flow (perm)1770 1583 5015 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) 139 104 1328 135 126 0 1808 0 458 12 <br />RTOR Reduction (vph) 0 89 00000000 <br />Lane Group Flow (vph) 139 15 1463 0 126 0 1808 0 470 0 <br />Turn Type Prot Perm NA Prot NA Prot <br />Protected Phases 82169 <br />Permitted Phases 8 <br />Actuated Green, G (s) 11.5 11.5 26.1 6.3 36.9 18.1 <br />Effective Green, g (s) 11.5 11.5 26.1 6.3 36.9 18.1 <br />Actuated g/C Ratio 0.14 0.14 0.33 0.08 0.46 0.23 <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) 254 227 1636 139 2345 630 <br />v/s Ratio Prot c0.08 c0.29 0.07 c0.36 c0.17 <br />v/s Ratio Perm 0.01 <br />v/c Ratio 0.55 0.07 0.89 0.91 0.77 0.75 <br />Uniform Delay, d1 31.8 29.6 25.6 36.6 18.0 28.8 <br />Progression Factor 1.00 1.00 0.89 1.00 1.00 1.00 <br />Incremental Delay, d2 2.4 0.1 6.0 48.8 2.5 4.8 <br />Delay (s)34.2 29.7 28.7 85.4 20.5 33.6 <br />Level of Service C C C F C C <br />Approach Delay (s) 32.3 28.7 24.8 33.6 <br />Approach LOS C C C C <br />Intersection Summary <br />HCM 2000 Control Delay 27.6 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio 0.80 <br />Actuated Cycle Length (s) 80.0 Sum of lost time (s)18.0 <br />Intersection Capacity Utilization 60.7% ICU Level of Service B <br />Analysis Period (min)15 <br />c Critical Lane Group <br />2-399