Laserfiche WebLink
HCM Unsignalized Intersection Capacity Analy::is Future (2025) Without Project <br /> 5: Blewett Road & Koster Road 3/1/2004 <br /> 9: eAtc - E$Ly�B 1 7ME YBR h76 -sB s T 5BR <br /> Lane Configurations 4* ►t <br /> Sign Control Free Free Stop Stop <br /> Grade 0% 0% 0% 0% <br /> Volume (veh/h) 2 10 2 2 11 2 2 37 2 1 15 10 <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 /> Hourly flow rate(vph) 2 11 2 2 12 2 2 40 2 1 16 11 <br /> Pedestrians <br /> Lane Width(ft) <br /> Walking Speed (ft/s) <br /> Pereent.Blockage <br /> Right turn flare(veh) <br /> r Median type None None <br /> Median storage veh) <br /> Upstream signal(ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 14 13 52 35 12 56 ; 35"= 13 <br /> vC1, staged cont vol <br /> VC2,stage 2 conf vol <br /> vCu, unblocked vol 14 13 52 35 12 56 35 13 <br /> tC, single(s) 4.1 4:1 7.1 6,5 6.2 7.1 6.5 6.2 <br /> tC, 2 stage (s) <br /> tF(s) 22 2.2 3.5 4.0 3.3 3.5 4.0 3.3 <br /> p0 queue free % 100 100 100 95 100 100 98 99 <br /> cM capacity (veh/h) 1604 1605 922 855 1069 904- 855 r 1-067 <br /> r .. <br /> Volume Total 15 2 14 45 28 <br /> Volume Left 2 2 0 2 1 <br /> Volume Right 2 0 2 2 11 <br /> cSH 1604 1605 1700 867 N28 <br /> Volume to Capacity 0.00 0.00 0.01 0.05 003 <br /> Queue Length (ft) 0 0 0 4 2 <br /> Control Delay(s) 1.0 7.2 0.09.4 3.0 <br /> Lane LOS A A A A <br /> Approach Delays) 1.0 1`.0. 9.4 3.0 <br /> Approach LOS A A <br /> Average Delay 6.7 <br /> Intersection Capacity Utilization 13.3% ICU _eveliof Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 5 <br />