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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 <br />Lane Configurations <br />I <br />W4 <br />►j <br />TTT <br />rill <br />Traffic Volume (vph) <br />134 <br />101 <br />1232 <br />128 <br />118 <br />0 <br />1687 <br />0 <br />420 <br />11 <br />Future Volume (vph) <br />134 <br />101 <br />1232 <br />128 <br />118 <br />0 <br />1687 <br />0 <br />420 <br />11 <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 />0.99 <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 />5013 <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 />5013 <br />1770 <br />5085 <br />2787 <br />Peak -hour factor, PHF <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />Adj. Flow (vph) <br />141 <br />106 <br />1297 <br />135 <br />124 <br />0 <br />1776 <br />0 <br />442 <br />12 <br />RTOR Reduction (vph) <br />0 <br />91 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Lane Group Flow (vph) <br />141 <br />15 <br />1432 <br />0 <br />124 <br />0 <br />1776 <br />0 <br />454 <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 />11.6 <br />11.6 <br />26.4 <br />6.3 <br />37.2 <br />17.7 <br />Effective Green, g (s) <br />11.6 <br />11.6 <br />26.4 <br />6.3 <br />37.2 <br />17.7 <br />Actuated g/C Ratio <br />0.14 <br />0.14 <br />0.33 <br />0.08 <br />0.47 <br />0.22 <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 />256 <br />229 <br />1654 <br />139 <br />2364 <br />616 <br />v/s Ratio Prot <br />c0.08 <br />c0.29 <br />0.07 <br />c0.35 <br />c0.16 <br />v/s Ratio Perm <br />0.01 <br />v/c Ratio <br />0.55 <br />0.07 <br />0.87 <br />0.89 <br />0.75 <br />0.74 <br />Uniform Delay, d1 <br />31.8 <br />29.5 <br />25.1 <br />36.5 <br />17.6 <br />29.0 <br />Progression Factor <br />1.00 <br />1.00 <br />1.25 <br />1.00 <br />1.00 <br />1.00 <br />Incremental Delay, d2 <br />2.6 <br />0.1 <br />4.8 <br />45.5 <br />2.3 <br />4.6 <br />Delay (s) <br />34.3 <br />29.7 <br />36.1 <br />82.0 <br />19.9 <br />33.6 <br />Level of Service <br />C <br />C <br />D <br />F <br />B <br />C <br />Approach Delay (s) <br />32.3 <br />36.1 <br />23.9 <br />33.6 <br />Approach LOS <br />C <br />D <br />C <br />C <br />Intersection Summary <br />HCM 2000 Control Delay <br />29.8 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio <br />0.79 <br />Actuated Cycle Length (s) <br />80.0 Sum of lost time (s) 18.0 <br />Intersection Capacity Utilization <br />59.5% ICU Level of Service B <br />Analysis Period (min) <br />15 <br />c Critical Lane Group <br />The Addington 09/03/2019 Year 2040 Conditions - PM Peak hour Synchro 10 Report <br />Page 1 <br />