Laserfiche WebLink
HCM Unsignalized Intersection Capacity Analysis Existing <br /> 4: Blewett Road & Bird Road 2/11/2004 <br /> f- *�- T P l <br /> Mouement"-'��`�""��"-1� 'WBL`>•'WBR'.wWB?'MBRSBL""V8BT <br /> Lane Configurations ►1t T+ <1 <br /> Sign Control Stop Free Free <br /> Grade 0% 0% 0% <br /> Volume (veh/h) 2 2 51 4 16 47 <br /> Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br /> Hourly flow rate (vph) 2 2 55 4 17 51 <br /> Pedestrians <br /> Lane Width (ft) <br /> Walking Speed (f/s) <br /> Percent Blockage <br /> Right turn flare (veh) <br /> Median type None <br /> Median storage veh) <br /> Upstream signal (ft) <br /> pX, platoon unblocked <br /> vC, conflicting volume 143 58 60 <br /> vC1, stage 1 conf vol <br /> vC2, stage 2 cont vol <br /> _ vCu, unblocked vol 143 58 60 <br /> tC, single (s) 6.4 6.2 4.1 <br /> tC, 2 stage (s) <br /> tF(s) 3.5 3.3 2.2 <br /> p0 queue free % 100 100 99 <br /> cM capacity (veh/h) 840 1009 1544 <br /> D�orn„ arre�cr�;:.stV6„1 _=:S n; .. -. �,.,t �. �-- - �-�. •-,- <br /> Volume Total 4 60 68 <br /> Volume Left 2 0 17 <br /> Volume Right 2 4 0 <br /> cSH 916 1700 1544 <br /> Volume to Capacity 0.00 0.04 0.01 <br /> Queue Length (ft) 0 0 1 <br /> Control Delay (s) 8.9 0.0 1.9 <br /> Lane LOS A A <br /> Approach Delay (s) 8.9 0.0 1.9 <br /> Approach LOS A <br /> - <br /> GcilRla ,•w y:- ,erg f>?I�c'�k '-s.-+�:7� _. �Y=s' >'�" <br /> Average Delay 1.3 <br /> Intersection Capacity Utilization 20.0% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> Synchro 6 Report <br /> Peters Engineering Group Page 4 <br />