SU0014056 - Laserfiche WebLink

Home Browse Search

HCM 6th AWSC Timing Plan: PM Peak 6: Pock Ln & Boeing Way 05/03/2022 Intersection Intersection Delay,s/veh 10.6 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations r Traffic Vol,veh/h 48 41 11 22 47 28 9 199 9 38 123 25 Future Vol,veh/h 48 41 11 22 47 28 9 199 9 38 123 25 Peak Hour Factor 0.66 0.66 0.66 0.72 0.72 0.72 0.91 0.91 0.91 0.89 0.89 0.89 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 73 62 17 31 65 39 10 219 10 43 138 28 Number of Lanes 0 1 0 0 1 1 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2 1 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 1 2 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 2 1 HCM Control Delay 11.1 9.6 11.4 10.1 HCM LOS B A B B Lane NBLn1 NBLn2 EBLn1 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 48% 32% 0% 100% 0% Vol Thru,% 0% 96% 41% 68% 0% 0% 83% Vol Right,% 0% 4% 11% 0% 100% 0% 17% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 9 208 100 69 28 38 148 LT Vol 9 0 48 22 0 38 0 Through Vol 0 199 41 47 0 0 123 RT Vol 0 9 11 0 28 0 25 Lane Flow Rate 10 229 152 96 39 43 166 Geometry Grp 7 7 6 7 7 7 7 Degree of Util (X) 0.017 0.359 0.255 0.165 0.058 0.074 0.259 Departure Headway(Hd) 6.195 5.659 6.05 6.193 5.324 6.234 5.608 Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes Cap 579 638 594 580 673 576 642 Service Time 3.92 3.384 4.079 3.922 3.053 3.96 3.335 HCM Lane V/C Ratio 0.017 0.359 0.256 0.166 0.058 0.075 0.259 HCM Control Delay 9 11.5 11.1 10.1 8.4 9.5 10.3 HCM Lane LOS A B B B A A B HCM 95th-tile Q 0.1 1.6 1 0.6 0.2 0.2 1 Pock Lane Residential TIS:Cumulative plus Project Conditions-Non-Signal Mitigation Synchro 11 Report TJKM Page 3