Laserfiche WebLink
HCM 6th AWSC Timing Plan: PM Peak <br /> 4: Pock Ln & Carpenter Rd 05/03/2022 <br /> Intersection <br /> Intersection Delay,s/veh10.2 <br /> Intersection LOS B <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR - <br /> Lane Configurations <br /> Traffic Vol,veh/h 18 140 70 24 11 2 50 97 20 3 117 19 <br /> Future Vol,veh/h 18 140 70 24 11 2 50 97 20 3 117 19 <br /> Peak Hour Factor 0.78 0.78 0.78 0.70 0.70 0.70 0.89 0.89 0.89 0.70 0.70 0.70 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 23 179 90 34 16 3 56 109 22 4 167 27 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach EB ":B NB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 1 1 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 1 ' 1 1 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Right 1 1 1 1 <br /> HCM Control Delay 10.9 8.9 9.9 9.9 <br /> HCM LOS B A A A <br /> Lane NBLn1 EBLn1WBLn1 SBLn1 <br /> Vol Left, % 30% 8% 65% 2% <br /> Vol Thru, % 58% 61% 30% 84% <br /> Vol Right,% 12% 31% 5% 14% <br /> Sign Control =111111111111000 Stop Stop Stop Stop <br /> Traffic Vol by Lane 167 228 37 139 <br /> LT Vol _A 50 18 24 3 <br /> Through Vol 97 140 11 117 <br /> RT Vol 20 70 2 19 <br /> Lane Flow Rate 188 292 53 199 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.262 0.388 0.08 0.273 <br /> Departure Headway(Hd) 5.025 4.779 5.473 4.948 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 707 745 659 719 <br /> Service Time 3.109 2.854 3.473 3.031 <br /> HCM Lane V/C Ratio 0.266 0.392 0.08 0.277 <br /> HCM Control Delay 9.9 10.9 8.9 9.9 <br /> HCM Lane LOS A B A A <br /> HCM 95th-tile Q 1 1.8 0.3 1.1 <br /> Pock Lane Residential TIS:Existing Conditions, 10/26/20214:00 pm Synchro 11 Report <br /> TJKM Page 4 <br />