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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 1 <br /> 4: Blewett Road & Bird Road 2/11/2004 <br /> T 1 <br /> Movement '_ WBt "WBR9T NBR. `SBL ;_SBT sr f <br /> Lane Configurations <br /> Sign Control Stop Free Free <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 3 179 109 6 174 105 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 3 195 118 7 189 114 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft1s) <br /> Percent Blockaqe <br /> Right tum flare (veh) <br /> Median type None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 614 122 125 <br /> vC1, stage 1 cont vol <br /> vC2, stage 2 conf vol <br /> vCu, unblocked vol 614 122 125 <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 79 87 <br /> cM capacity (veh/h) 396 929 1462 u <br /> lei" aec6 [i . ani#r /B_17. 14B.fS ;;2�ti T s r <br /> Volume Total 198 125 303 <br /> Volume Left 3 0 189 <br /> Volume Right 195 7 0 _ <br /> cSH 909 1700 1462 <br /> Volume to Capacity 0.22 0.07 0.13 <br /> Queue Length (ft) 21 0 11 <br /> Control Delay (s) 10.1 0.0 5.3 <br /> Lane LOS S A <br /> Approach Delay (s) 10.1 0.0 5.3 <br /> Approach LOS y B <br /> .timlT <br /> Average Delay 5.7 <br /> Intersection Capacity Utilization 39.7% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 4 <br />