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HCMUDSign8liZ8d Intersection Capacity Analysis Cumulative With Project HaU/ ROUtB1 <br /> 2/11/ZDO4 <br /> 6 F\| tt ��O@d �� ��etlRoad <br /> Lane Configurations Y <br /> Sign Control Stop Free Free <br /> Vo|uone (veh/h) 5 n 1 8 7 4 <br /> Peak Hour Factor 0.92 0.92 0.92 0g2 0.92 0.92 <br /> Hourly flow rate (vph) 5 O 1 S 8 4 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (ft;s) <br /> Percent Blockage <br /> Right turn flare (voh) <br /> Median type None <br /> Median storage veh) <br /> Upstream signal (f) <br /> pX' platoon unblocked <br /> vC. conflicting volume 21 10 12 <br /> vC1. stage 1 cunfvo| <br /> vC2. stage 2oonfvol <br /> vCu. unblocked vol 21 10 12 <br /> tC. single(s) 6.4 62 4,1 <br /> tC' 2stage (s) <br /> tF (s) 3.5 3-3 22 � <br /> p0queue free % 99 100 100 <br /> cM capacity (veh/h) &SG 1072 1607 <br /> Volume Left 5 1 O O <br /> Volume Right O O 0 4 <br /> cSH 998 1607 1700 1700 <br /> Volume toCapacity 001 0.00 0�01 0.01 <br /> Queue Length (t) O ' 10 --Q- - - 1]-' <br /> (�nn�o| Delay(s) 8.6 7.2 6.O ��� <br /> Lane LOS A A <br /> Approach Delay (s) 88 0.8 0.0 <br /> Approach LOS A � <br /> Average Delay 2.0 <br /> Intersection Capacity Utilization 13.3% ICU Level ofService A <br /> Analysis Period (nnin) 15 <br /> SynchnoOReport <br />