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~^ HCM UDsigO@lizeMIntersection Capacity Analysis Cumulative Without Project <br /> 5: BieVVettRO@d & Koster Road 2/1104 <br /> ��� ~� � <br /> - n ~ � | <br /> Lane Configurations 4# 1 <br /> ^~ (�onbn�| Free F ~ <br /> Sign ^"^ <br /> � �e Stop ��o <br /> Grade UY& U% O% U ' <br /> Vo|uuoe(veh/h) 1 5 1 1 O 1 1 8 1 1 8 S <br /> ^° <br /> Peak Hour Factor 0.82 0.92 0.92 0.92 092 0.92 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate(vph) 1 5 1 1 7 1 1 Q 1 1 9 5 <br /> Pedestrians <br /> ^~ <br /> Lane Width (M) <br /> Walking Speed (ftts) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median 4" None None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> VC, conflicting volume 8 7 27 18 6 23 18 7 <br /> vC1, stage 1 confvo| <br /> ~° wC2, stage 2oonfvol <br /> vOu. unblocked vP| 8 7 27 18 O 23 18 7 <br /> hC` single (m) 4.1 4.1 7.1 8.5 8.2 7.1 6.5 62 <br /> UC. 2stage(a) <br /> tF(s) 2.2 22 8.5 4.0 3.3 3.5 4.0 3.3 <br /> pOqueue free % 100 100 100 98 100 100 SS 99 <br /> c0Ycapacity heh/h\ 1613 1614 970 875 1077 980 875 1075 <br /> �. <br /> Volume Total 8 1 8 11 15 <br /> Volume Left 1 1 0 1 1 <br /> °~ <br /> Volume Right 1 D 1 1 5 <br /> cSH 1613 1614 1700 901 945 <br /> Volume toCapacity 0.00 0.00 0.00 0.01 0.82 <br /> .^~ <br /> Queue Length (fU O O O 1 1 <br /> Control Delay(s) 1.0 7.2 0.0 9.0 8.9 <br /> Lane LOS A A A A <br /> Approach Delay(e) 1.0 U.S 9.0 6.9 <br /> Approach LOS A A <br /> ~~ <br /> Average Delay °.° <br /> Intersection Capacity Utilization 13.3% ICU Level ofService A <br /> Analysis Period (min) 15 <br /> � <br /> °. <br /> _ <br /> Syno mOReport <br /> ~~ <br /> Peters Engineering Group Page <br />