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99 <br />HCM Unsignalized Intersection Capacity Analysis <br />6: Friends School Entrance & Friends School Rd 3/412011 <br />Carolina Friends School 2016 AM No Build Synchro 7 - Report <br />Page 2 <br />t <br />Movement <br />-EBL <br />EBR <br />- NBL <br />NBT <br />SBT <br />SBR <br />Lane Configurations <br />Y <br />4 <br />TO <br />Volume (veh /h) <br />57 <br />156 <br />199 <br />13 ° <br />6 <br />115. <br />Sign Control <br />Stop <br />Free <br />Free <br />Grade <br />0% <br />0% <br />0% <br />Peak Hour Factor <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />Hourly flow rate (vph) <br />104 <br />284 <br />362 <br />24 <br />11 <br />209 <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 />863 <br />115 <br />220 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol <br />863 <br />115 <br />220 <br />tC, single (s) <br />6.4 <br />6.2 <br />4.1 <br />tC, 2 stage (s) <br />tF (s) <br />3.5 <br />3.3 <br />2.2 <br />p0 queue free % <br />57 <br />70 <br />73 <br />cM capacity (veh/h) <br />241 <br />942 <br />1361 <br />Direction, Lane'# <br />EB 1 <br />NB 1 <br />SB 1 <br />Volume Total <br />387 <br />385 <br />220 <br />Volume Left <br />104 <br />362 <br />0 <br />Volume Right <br />284 <br />0 <br />209 <br />cSH <br />529 <br />1361 <br />1700 <br />Volume to Capacity <br />0.73 <br />0.27 <br />0.13 <br />Queue Length 95th (ft) <br />152 <br />27 <br />0 <br />Control,Delay (s) <br />28.1 <br />8.2 <br />0.0 <br />Lane LOS <br />D <br />A <br />Approach Delay (s) <br />28.1 <br />8.2 <br />0.0 " <br />Approach LOS <br />D <br />Average Delay <br />14.2 <br />Intersection Capacity Utilization <br />41.9% <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 2 <br />