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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 1 <br /> 5: Blewett Road & Koster Road 3/5/2004 <br /> MOM!: 9." <br /> Lane Configurations <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume(veh/h) 1 158 1 1 6 1 154 8 1 1 B 5 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 6.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate(vph) 1 17M 1 1 7 1 167 9 1 1 9 5 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (fUs) <br /> .. <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None None <br /> Median storage veh) <br /> Upstream signal.;(ft ttl <br /> pX, platoon unblocked <br /> vC,conflicting vorrime s;8 '#, i'3s�nrsxc,c z€�s.. v zx[B t�.at84 172 989 184 7 <br /> vC1, stage 1 conf vol <br /> vC2, stage,2 conf vol <br /> vCu, unblocked vol 8 173 193 184 172 189 184 7 <br /> fC,single(s) 4.1 w 6:5 6.2 7.1 6.5 6.2 <br /> tC, 2 stage (s) <br /> tF (s) 2.2 ���°{r a+ .4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free 9i° 100 10o 78 99 100 100 99 99 <br /> cM capacity'(vehlh) '1613 1404 "'' " --7115 5" 709, - 871 762 709 9075 <br /> ll <br /> �;s - <br /> Volume Tctal . ''174 .1 ,_ 8 117 1'6 - <br /> Volume Left. 1 1 0 167 1 <br /> Volume Right 1 0 _ 1 n� 5 <br /> cSH 1613 1404 1700 753 812 <br /> Volume to Capacity 0.00 0.00 0.00 0.24 ` U2 <br /> Queue Length (ft) 0 0 0 23 1 <br /> Control Delay(s) 0.1 7.6 0-0 - 11.2'_ 'g,5 <br /> Lane LOS A A B A <br /> App[oach�Delay(sy ' 0.1 _ 0-9 11.2 9.5 <br /> Approach LOS B A <br /> Average Delay 5.7 <br /> Intersection Capacity Utilization 31-5% ,ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />