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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 2 <br /> 6: Blewett Road & Wetly Road II 2/11/2004 <br /> Ml0—vemee— EB1 `EBff,NBL >>',1113 SBT, Bk` <br /> Lane Configurations M ►� �, <br /> Sign Control Stop Free Free — <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 5 0 1 8 7 4 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 5 0 1 9 8 4 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None — <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked _ <br /> vC, conflicting volume 21 10 12 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 21 10 12 <br /> tC, single (s) 6.4 6.2 4.1 <br /> tC, 2 stage (s) <br /> tF (s) 3.5 3.3 2.2 — <br /> p0 queue free % 99 100 100 <br /> cM capacity (veh/h) 996 1072 1607 <br /> btLeGtibE ,'" ane#;'!'•? w*:t^1F. 83NBF( Sj•P ..,,ti"'=�?'" "_+- T:' barcP' `,`:rv. <br /> Volume Total 5 1 9 12 <br /> Volume Left 5 1 0 0 <br /> Volume Right 0 0 0 4 <br /> cSH 996 1607 1700 1700 <br /> Volume to Capacity 0.01 0.00 0.01 0.01 <br /> Queue Length (ft) 0 0 0 0 <br /> Control Delay(s) 8.6 7.2 0.0 0.0 <br /> Lane LOS A A <br /> Approach Delay(s) 8.6 0.8 0.0 <br /> Approach LOS A <br /> ttttersectwn S '� <br /> Average Delay 2.0 NF <br /> Intersection Capacity Utilization 13.3% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 6 <br />