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Future Condition PM <br />3: Int <br />Movement <br />-' -,* -, T 1 <br />EBL EBR NBL NBT SBT SBR <br />5/13/2010 <br />Lane Configurations <br />►j <br />r <br />) <br />TTt <br />W <br />Intersection Capacity Utilization <br />Ideal Flow (vphpl) <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />1900 <br />Total Lost time (s) <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />Lane Util. Factor <br />1.00 <br />1.00 <br />1.00 <br />0.91 <br />0.91 <br />Frpb, ped /bikes <br />1.00 <br />0.99 <br />1.00 <br />1.00 <br />0.99 <br />Flpb, ped /bikes <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Frt <br />1.00 <br />0.85 <br />1.00 <br />1.00 <br />0.99 <br />Flt Protected <br />0.95 <br />1.00 <br />0.95 <br />1.00 <br />1.00 <br />Satd. Flow (prot) <br />1770 <br />1572 <br />1770 <br />5085 <br />5002 <br />Flt Permitted <br />0.95 <br />1.00 <br />0.07 <br />1.00 <br />1.00 <br />Satd. Flow (perm) <br />1770 <br />1572 <br />125 <br />5085 <br />5002 <br />Volume (vph) <br />98 <br />155 <br />267 <br />1796 <br />1725 <br />95 <br />Peak -hour factor, PHF <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />0.92 <br />Growth Factor (vph) <br />104% <br />104% <br />104% <br />104% <br />104% <br />104% <br />Adj. Flow (vph) <br />111 <br />175 <br />302 <br />2030 <br />1950 <br />107 <br />RTOR Reduction (vph) <br />0 <br />21 <br />0 <br />0 <br />4 <br />0 <br />Lane Group Flow (vph) <br />111 <br />154 <br />302 <br />2030 <br />2053 <br />0 <br />Confl. Peds. ( # /hr) <br />32 <br />1 <br />6 <br />32 <br />Turn Type <br />pm +ov <br />pm +pt <br />Protected Phases <br />4 <br />5 <br />5 <br />2 <br />6 <br />Permitted Phases <br />4 <br />2 <br />Actuated Green, G (s) <br />12.1 <br />25.6 <br />126.9 <br />126.9 <br />108.9 <br />Effective Green, g (s) <br />13.2 <br />27.2 <br />128.0 <br />128.0 <br />110.0 <br />Actuated g/C Ratio <br />0.09 <br />0.18 <br />0.86 <br />0.86 <br />0.74 <br />Clearance Time (s) <br />5.1 <br />4.5 <br />4.5 <br />5.1 <br />5.1 <br />Vehicle Extension (s) <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />3.0 <br />Lane Grp Cap (vph) <br />157 <br />329 <br />262 <br />4362 <br />3688 <br />v/s Ratio Prot <br />c0.06 <br />0.04 <br />c0.11 <br />0.40 <br />0.41 <br />v/s Ratio Perm <br />0.05 <br />c0.88 <br />v/c Ratio <br />0.71 <br />0.47 <br />1.15 <br />0.47 <br />0.56 <br />Uniform Delay, d1 <br />66.1 <br />54.5 <br />41.7 <br />2.5 <br />8.7 <br />Progression Factor <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Incremental Delay, d2 <br />13.5 <br />1.1 <br />103.2 <br />0.4 <br />0.6 <br />Delay (s) <br />79.7 <br />55.6 <br />145.0 <br />2.9 <br />9.3 <br />Level of Service <br />E <br />E <br />F <br />A <br />A <br />Approach Delay (s) <br />64.9 <br />21.3 <br />9.3 <br />Approach LOS <br />E <br />C <br />A <br />Intersection Summary <br />HCM Average Control Delay <br />18.7 HCM Level of Service B <br />HCM Volume to Capacity ratio <br />1.10 <br />Actuated Cycle Length (s) <br />149.2 Sum of lost time (s) 8.0 <br />Intersection Capacity Utilization <br />68.3% ICU Level of Service C <br />Analysis Period (min) <br />15 <br />c Critical Lane Group <br />Baseline Synchro 6 Report <br />Page 1 <br />