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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 2 <br /> 4: Blewett Road & Bird Road 2/11/2004 <br /> f- I,- T r j <br /> Lane Configurations T4 4T <br /> Sign Control Stop Free Free <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 3 156 109 6 36 47 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 3 170 118 7 39 51 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft/s) <br /> Percent Blockage <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 251 122 125 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 cont vol <br /> vCu, unblocked vol 251 122 125 <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 /> po queue free % 100 82 97 <br /> cM capacity (veh/h) 718 929 1462 <br /> — <br /> Volume Total 173 125 90 <br /> Volume Left 3 0 39 <br /> Volume Right 170 7 0 <br /> cSH 924 1700 1462 <br /> Volume to Capacity 0.19 0.07 0.03 <br /> Queue Length (ft) 17 0 2 <br /> Control Delay (s) 9.8 0.0 3.4 <br /> Lane LOS A A <br /> Approach Delay(s) 9.8 0.0 3.4 <br /> �A-pproach LOS A <br /> /mer ectlO. —a,gUr—mzi y--Ta. '' ii:i�'S _5- Y <br /> Average Delay 5.1 <br /> Intersection Capacity Utilization 27.6% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 4 <br />