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HCM Unsignalized Intersection Capacity Analysis Cumulative With Project Haul Route 3 <br /> 5: Blewett Road & Koster Road 5/27/2005 <br /> 1w j d <br /> Lane Configurations <br /> Grade 0% 0% p% 0% <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Rite <br /> Pe mss' <br /> Lane b ' A <br /> Wa K <br /> ?ercent 1kEce <br /> .. 4 <br /> kledmn ty�e 7 <br /> Me. _. <br /> �1P�t•e3 <br /> pX <br /> 8 7 27 18 6 X189 18 : <br /> VC, <br /> p C2 staie 2, orf val '# <br /> vC �c, 8 2? 5 1E� i8 7 <br /> 71 -65 -6.2- 7. .5•' <br /> tC, 2 stage (s) <br /> 3,3 <br /> ' p0 queue free % 100 100 100 99 &4 100 99 99 <br /> Volume Left 1 1 OLL 1 1 <br /> cSH 1613 1614 1700 1064 912 <br /> 11 MWOUNPONW-71r. <br /> ON <br /> Queue Length 95th (ft) 0 0 0 15 1 T <br /> §'N y <br /> Lane LOS A A A A <br /> _ <br /> Approach LOS A A <br /> Average Delay 8.4 <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 5 <br />