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HCM Unsignalized Intersection Capacity Analy;is Cumulative With Project Haul Route 2 <br /> 5: Blewett Road & Koster Road 3/5/2004 <br /> � -Q� 7 ���r yry�~ e� '`� pt .tea pPo �► <y$j �{�o <br /> Lane Configurations ►) �, <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume(veh/h) 1 20 1 1 6 1 131 31 1 139 8 5 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 C.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 1 22 , 1 1 7 1 142 34 1 151 9 5 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speec (ft/s) <br /> Percent Blockage <br /> Right tum flare (veh) <br /> _ Median.type None r None <br /> Median storage veh) <br /> Upstream sig- -R, <br /> pX, platoon unblocked <br /> vC,'(conflicting volume 8 23 43 34 22 52 34 7 <br /> vC1, stage 1 cont vol <br /> vC2, stage_2 conf vol <br /> vCu, unblocked vol 6 23 43 34 22 52 34 7 <br /> tG'single (s) 4.11 . 6.5 6.2 7.1 6.5 6.2 <br /> tC, 2 stage (s) <br /> tF (s) 22 �... : - : 35 r :'g.0 3.3 3.5 4.0 3.3 <br /> p0 queue free c/o 100 100 85 96 100 84 99 99 <br /> cflil'capacity(yeh/,h) 1613 ; y $57 1055 917 857 1075 <br /> Volume Total 24 1 B 177 <br /> Volume Left 1 1 0 142 ' 51 <br /> Volume,tight 92 1 0 ;' 1 1 5„ `;r ,. <br /> cSH 1613 15 1700 929 E18 <br /> Volume'fo Capacity 0:00 0.00 0.00 0.19 018 <br /> Queue Length (ft) 0 0 0 18 16 <br /> Control Delay(s) 0.3 7.3 0.0 9.8 ' ).8 <br /> Lane LOS A A A A <br /> Approach Delay,(s) 0.3 0.9 9.8 ).8 <br /> Approach LOS A A <br /> Average Delay 9.0 <br /> Intersectorr�'Capacity k7tilization 194°lu ,ECU _evel of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 1 <br />