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HCM Signalized Intersection Capacity Analysis <br />9: Main St & Edgewood Rd 09/12/2019 <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 />121 <br />93 <br />993 <br />120 <br />113 <br />0 <br />1564 <br />0 <br />415 <br />10 <br />Future Volume (vph) <br />121 <br />93 <br />993 <br />120 <br />113 <br />0 <br />1564 <br />0 <br />415 <br />10 <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 />5003 <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 />5003 <br />1770 <br />5085 <br />2787 <br />Peak -hour factor, PHF <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />0.97 <br />Adj. Flow (vph) <br />125 <br />96 <br />1024 <br />124 <br />116 <br />0 <br />1612 <br />0 <br />428 <br />10 <br />RTOR Reduction (vph) <br />0 <br />84 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Lane Group Flow (vph) <br />125 <br />12 <br />1148 <br />0 <br />116 <br />0 <br />1612 <br />0 <br />438 <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 />9.6 <br />9.6 <br />28.2 <br />7.0 <br />39.7 <br />17.2 <br />Effective Green, g (s) <br />9.6 <br />9.6 <br />28.2 <br />7.0 <br />39.7 <br />17.2 <br />Actuated g/C Ratio <br />0.12 <br />0.12 <br />0.35 <br />0.09 <br />0.50 <br />0.21 <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 />212 <br />189 <br />1763 <br />154 <br />2523 <br />599 <br />v/s Ratio Prot <br />c0.07 <br />0.23 <br />0.07 <br />c0.32 <br />c0.16 <br />v/s Ratio Perm <br />0.01 <br />v/c Ratio <br />0.59 <br />0.06 <br />0.65 <br />0.75 <br />0.64 <br />0.73 <br />Uniform Delay, d1 <br />33.3 <br />31.2 <br />21.8 <br />35.7 <br />14.9 <br />29.2 <br />Progression Factor <br />1.00 <br />1.00 <br />0.88 <br />1.00 <br />1.00 <br />1.00 <br />Incremental Delay, d2 <br />4.2 <br />0.1 <br />1.6 <br />18.6 <br />1.3 <br />4.6 <br />Delay (s) <br />37.5 <br />31.3 <br />20.7 <br />54.3 <br />16.1 <br />33.8 <br />Level of Service <br />D <br />C <br />C <br />D <br />B <br />C <br />Approach Delay (s) <br />34.8 <br />20.7 <br />18.7 <br />33.8 <br />Approach LOS <br />C <br />C <br />B <br />C <br />Intersection Summary <br />HCM 2000 Control Delay <br />22.2 HCM 2000 Level of Service C <br />HCM 2000 Volume to Capacity ratio <br />0.70 <br />Actuated Cycle Length (s) <br />80.0 Sum of lost time (s) 18.0 <br />Intersection Capacity Utilization <br />54.2% ICU Level of Service A <br />Analysis Period (min) <br />15 <br />c Critical Lane Group <br />The Addington 09/12/2019 OY Cumulative With Option E - Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 1 <br />