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HCM Signalized Intersection Capacity Analysis <br />12: Broadway & Hilyard St 9/23/2011 <br />Intersection Summa <br />HCM Average Control Delay <br />29.7 HCM Level of Service C <br />HCM Volume to Capacity ratio <br />0.69 <br />Actuated Cycle Length (s) <br />99.8 Sum of lost time (s) 7.5 <br />Intersection Capacity Utilization <br />67.6% ICU Level of Service C <br />Analysis Period (min) <br />t <br />c Critical Lane Group <br />1 <br />Movement <br />EBL <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />Lane Configurations <br />) <br />ttt <br />ft <br />rr <br />Volume (vph) <br />56 <br />1246 <br />0 <br />0 <br />458 <br />549 <br />726 <br />328 <br />59 <br />93 <br />0 <br />75 <br />Ideal Flow (vphpl) <br />1836 <br />1836 <br />1836 <br />1836 <br />1836 <br />1836 <br />1836 <br />1836 <br />1836 <br />1836 <br />1836 <br />1836 <br />Total Lost time (s) <br />4.0 <br />-0.5 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />Lane Util. Factor <br />1.00 <br />0.91 <br />0.95 <br />0.88 <br />0.91 <br />0.91 <br />1.00 <br />Frpb, ped /bikes <br />1.00 <br />1.00 <br />1.00 <br />0.92 <br />1.00 <br />0.99 <br />0.99 <br />Flpb, ped /bikes <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Frt <br />1.00 <br />1.00 <br />1.00 <br />0.85 <br />1.00 <br />0.99 <br />0.94 <br />Flt Protected <br />0.95 <br />1.00 <br />1.00 <br />1.00 <br />0.95 <br />0.98 <br />0.97 <br />Satd. Flow (prot) <br />1693 <br />4866 <br />3454 <br />2482 <br />1572 <br />3174 <br />1667 <br />Flt Permitted <br />0.95 <br />1.00 <br />1.00 <br />1.00 <br />0.95 <br />0.98 <br />0.97 <br />Satd. Flow (perm) <br />1693 <br />4866 <br />3454 <br />2482 <br />1572 <br />3174 <br />1667 <br />Peak -hour factor, PHF <br />0.88 <br />0.88 <br />0.88 <br />0.88 <br />0.88 <br />0.88 <br />0.88 <br />0.88 <br />0.88 <br />0.88 <br />0.88 <br />0.88 <br />Adj. Flow (vph) <br />64 <br />1416 <br />0 <br />0 <br />520 <br />624 <br />825 <br />373 <br />67 <br />106 <br />0 <br />85 <br />RTOR Reduction (vph) <br />0 <br />0 <br />0 <br />0 <br />0 <br />451 <br />0 <br />5 <br />0 <br />0 <br />23 <br />0 <br />Lane Group Flow (vph) <br />64 <br />1416 <br />0 <br />0 <br />520 <br />173 <br />421 <br />839 <br />0 <br />0 <br />168 <br />0 <br />Confl. Peds. ( # /hr) <br />21 <br />10 <br />10 <br />21 <br />2 <br />46 <br />46 <br />2 <br />Confl. Bikes (#/hr) <br />1 <br />1 <br />13 <br />4 <br />1 <br />Heavy Vehicles ( %) <br />3% <br />3% <br />0% <br />0% <br />1% <br />2% <br />1% <br />1% <br />2% <br />0% <br />0% <br />0% <br />Turn Type <br />Prot <br />Perm <br />Split <br />Split <br />Protected Phases <br />5 <br />2 <br />6 <br />8 <br />8 <br />4 <br />4 <br />Permitted Phases <br />6 <br />Actuated Green, G (s) <br />7.3 <br />38.9 <br />27.1 <br />27.1 <br />33.0 <br />33.0 <br />13.4 <br />Effective Green, g (s) <br />7.8 <br />43.9 <br />27.6 <br />27.6 <br />34.0 <br />34.0 <br />14.4 <br />Actuated g/C Ratio <br />0.08 <br />0.44 <br />0.28 <br />0.28 <br />0.34 <br />0.34 <br />0.14 <br />Clearance Time (s) <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />5.0 <br />5.0 <br />5.0 <br />Vehicle Extension (s) <br />2.5 <br />2.0 <br />2.0 <br />2.0 <br />2.5 <br />2.5 <br />2.5 <br />Lane Grp Cap (vph) <br />132 <br />2140 <br />955 <br />686 <br />536 <br />1081 <br />241 <br />v/s Ratio Prot <br />0.04 <br />c0.29 <br />0.15 <br />c0.27 <br />0.26 <br />c0.10 <br />v/s Ratio Perm <br />0.07 <br />v/c Ratio <br />0.48 <br />0.66 <br />0.54 <br />0.25 <br />0.79 <br />0.78 <br />0.70 <br />Uniform Delay, d1 <br />44.1 <br />22.1 <br />30.7 <br />28.1 <br />29.6 <br />29.5 <br />40.6 <br />Progression Factor <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Incremental Delay, d2 <br />2.0 <br />0.6 <br />0.3 <br />0.1 <br />7.2 <br />3.4 <br />7.8 <br />Delay (s) <br />46.1 <br />22.7 <br />31.1 <br />28.1 <br />36.8 <br />32.9 <br />48.4 <br />Level of Service <br />D <br />C <br />C <br />C <br />D <br />C <br />D <br />Approach Delay (s) <br />23.7 <br />29.5 <br />34.2 <br />48.4 <br />Approach LOS <br />C <br />C <br />C <br />D <br />Intersection Summa <br />HCM Average Control Delay <br />29.7 HCM Level of Service C <br />HCM Volume to Capacity ratio <br />0.69 <br />Actuated Cycle Length (s) <br />99.8 Sum of lost time (s) 7.5 <br />Intersection Capacity Utilization <br />67.6% ICU Level of Service C <br />Analysis Period (min) <br />15 <br />c Critical Lane Group <br />EWEB Master Plan 12:00 pm 5/24/2011 Year 2021 Total Traff ic Conditions - Weekday PM Peak Hour Synchro 7 - Report <br />TST Page 12 <br />