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102 <br />HCM Unsignalized Intersection Capacity Analysis <br />6: Friends School Entrance & Friends School Rd 3/4/2011 <br />--* 4N t <br />Movements F, i=6L� ,: UR_. NBL 'k.. NBT :; BT, SBR <br />Lane Configurations <br />- Y <br />4 <br />1� <br />Volume (veh /h) <br />59 <br />163 <br />205 <br />13 <br />6 118 <br />Sign Control <br />Stop <br />Free <br />Free <br />Grade <br />06% <br />0% <br />00/4 <br />Peak Hour Factor <br />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0.55 0.55 <br />Hourly flow rate (vph) <br />107 <br />296 <br />373 <br />- 24 <br />' 11 215 <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; conflicflng volume <br />887 <br />118 <br />2.25 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol <br />887 <br />118 <br />225 <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 />53 <br />68 <br />72 <br />cM capacity (veh /h) <br />230 <br />939 <br />1355 <br />pitectiar.Lane #; <br />' E8 <br />N6.1. <br />Volume Total <br />404 <br />396 <br />225 <br />Volume Left <br />107 <br />373 <br />0 <br />Volume Right <br />296 <br />0 <br />215 <br />cSH <br />516 <br />1355 <br />1700 <br />Volume to Capacity <br />0.78 <br />0.28 <br />0.13 <br />Queue Length 95th (ft) <br />179 <br />28 <br />0 <br />Control Delay (s) <br />32.7 <br />8.3 <br />0:0 <br />Lane LOS <br />D <br />A <br />Approach Delay (s) <br />32.7 <br />8.3 <br />0.0 <br />Approach LOS <br />D <br />16 &JM <br />Average Delay 16.1 <br />Intersection Capacity Utilization 43.0% ICU Level of Service A. <br />Analysis Period (min) 15 <br />Carolina Friends School 2016 AM Build Out Synchro 7 - Report <br />Page 2 <br />