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101 <br />HCM Unsignalized Intersection Capacity Analysis <br />4: Mt. Sinai & Friends School Rd 3/4/2011 <br />Movement <br />EBL - <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />N BL <br />NBT <br />NBR <br />SBL <br />SBT, <br />SBR <br />Lane Configurations <br />Volume ( veh/h) <br />80 <br />103 <br />0 : <br />0 <br />51 _ <br />130 <br />0 <br />3 <br />1 <br />102 <br />2 <br />55 <br />Sign Control <br />Free <br />Free <br />Stop <br />Stop <br />Grade <br />0% <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 />0.55 <br />0.55 <br />0.55 <br />0.55 <br />0_.55 <br />0.55 <br />Hourly flow rate (vph) <br />145 <br />187 <br />0 <br />0 <br />93 <br />236 <br />0 <br />5 <br />2 <br />185 <br />4 <br />10.0 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ftls) <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 />329 <br />187 <br />791 <br />807 <br />187 <br />694- <br />689 <br />211 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol <br />329 <br />187 <br />791 <br />807 <br />187 <br />694 <br />689 <br />211 <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 />p0 queue free % <br />88 <br />100 <br />100 <br />98 <br />100 <br />42 <br />99 <br />88 <br />cM capacity (veh/h) <br />1242 <br />1399 <br />246 <br />280 <br />860 <br />322 <br />328 <br />834 <br />direction, Lane # <br />EB 1 <br />WB 1 <br />-N6 1 <br />SB 1 <br />Volume Total. <br />333 <br />329 <br />7 <br />289 <br />Volume Leff <br />145 <br />0 <br />0 <br />185 <br />Volume Right <br />0 <br />236 <br />2 <br />160 <br />cSH <br />1242 <br />1399 <br />337 <br />409 <br />Volume to Capacity <br />0.12 <br />0.00 <br />0.02 <br />0.71 <br />Queue Length 95th (ft) <br />10 <br />0 <br />2 <br />133 <br />Control Delay (s) <br />4.2 <br />0.0 <br />15.9 <br />32.4 <br />Lane LOS <br />A <br />C <br />D <br />Approach Delay (s) <br />4.2 <br />0.0 <br />15.9 <br />32.4 <br />Approach LOS <br />C <br />D <br />jntersedion Sumrnary <br />Average Delay <br />11.4 <br />Intersection Capacity Utilization <br />46.3% <br />ICU Level of Service <br />A <br />Analysis Period (min) <br />15 <br />Carolina Friends School 2016 AM Build Out Synchro 7 - Report <br />Page 1 <br />