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tLej <br />HCM Unsignalized Intersection Capacity Analysis <br />4: Mt. Sinai & Friends School Rd 3/4/2011 <br />Mgvement <br />_.,_ EBL <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />_. - - - - <br />PJBT <br />- - -- <br />NBR <br />-- .. <br />SBL <br />SBT <br />SBPv <br />Lane Configurations <br />96 <br />cSH <br />1249 <br />1399 <br />4y <br />421 <br />Volume to Capacity <br />0.11 <br />0,00 <br />0.01 <br />0.65 <br />Queue Length 95th (ft) <br />Volume (veh/h). <br />78 <br />103 <br />0 <br />0 <br />51 <br />126 <br />.0 <br />2 <br />1 <br />96 <br />1 <br />53 <br />Sign Control <br />Approach Delay (s) <br />Free <br />0.0 <br />14.9 <br />Free <br />Approach LOS <br />Stop <br />B <br />D <br />Stop <br />Grade <br />0% <br />Average Delay <br />0% <br />9.8 <br />0% <br />- <br />0% <br />ICU Level of Service -A <br />Peak Hour Factor <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />Hourly flow rate (vph) <br />142 <br />187 <br />0 <br />0 <br />93 <br />229 <br />0 <br />4 <br />2 <br />175 <br />2 <br />96 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) <br />Median type <br />None <br />. None <br />Median storage veh) <br />Upstream signal (ft) <br />pX, platoon unblocked <br />vC, conflicting volume <br />322 <br />187 <br />775 <br />793 <br />187 <br />682 <br />678 <br />207 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol <br />322 <br />187 <br />775 <br />793 <br />187 <br />682 <br />678 <br />207 <br />tC, single (s) <br />4.1 <br />4.1 <br />7.1 <br />6.5 <br />6.2- <br />7.1 <br />6.5 <br />6.2 <br />IC, 2 stage (s) <br />tF (s) <br />2.2 <br />2.2 <br />3.5 <br />4.0 <br />3.3 <br />3.5 <br />4.0 <br />3.3 <br />PO queue free % <br />89 <br />100 <br />100 <br />99 <br />100 <br />47 <br />99 <br />89 <br />cM capacity (veh /h) <br />1249 <br />1399 <br />255. <br />287- <br />860 <br />331 <br />334 <br />- 838 <br />birection, Lane it <br />EB .I <br />WB 1 <br />NB 1 <br />SB 1 <br />Volume Total <br />329 <br />322 <br />5 <br />273 <br />Volume Left <br />142 <br />0 <br />0 <br />175 <br />Volume Right <br />0 <br />229 <br />2 <br />96 <br />cSH <br />1249 <br />1399 <br />369 <br />421 <br />Volume to Capacity <br />0.11 <br />0,00 <br />0.01 <br />0.65 <br />Queue Length 95th (ft) <br />10 <br />0 <br />1 <br />111 <br />Control Delay (s) <br />4.2 <br />0.0 <br />14.9 <br />28.0 <br />Lane LOS <br />A <br />B <br />D <br />Approach Delay (s) <br />4.2 <br />0.0 <br />14.9 <br />28.0 <br />Approach LOS <br />B <br />D <br />Intersection Summary <br />- <br />Average Delay <br />9.8 <br />Intersection Capacity Utilization <br />45.4% <br />ICU Level of Service -A <br />Analysis Period (min) <br />15 <br />Carolina Friends School 2016 AM No Build Synchro 7 - Report <br />Page 1 <br />