Laserfiche WebLink
HCM 6th AWSC Timing Plan: PM Peak <br /> 4: Pock Ln & Carpenter Rd 05/03/2022 <br /> Intersection <br /> Intersection Delay,s/veh12.2 <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 21 166 83 28 13 2 59 134 24 4 148 22 <br /> Future Vol,veh/h 21 166 83 28 13 2 59 134 24 4 148 22 <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 27 213 106 40 19 3 66 151 27 6 211 31 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach EB AIM A1D c <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 13.4 9.7 11.7 11.6 <br /> HCM LOS B A B B <br /> Lane NBLn1 EBLn1WBLn1 SBLn1 <br /> Vol Left, % 27% 8% 65% 2% <br /> Vol Thru, % 62% 61% 30% 85% <br /> Vol Right,% 11% 31% 5% 13% <br /> Sign Control dmq&. Stop Stop Stop Stop <br /> Traffic Vol by Lane 217 270 43 174 <br /> LT Vol _A 59 21 28 4 <br /> Through Vol 134 166 13 148 <br /> RT Vol 24 83 2 22 <br /> Lane Flow Rate 244 346 61 249 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.369 0.501 0.102 0.372 <br /> Departure Headway(Hd) 5.453 5.214 5.986 5.39 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 658 692 596 666 <br /> Service Time 3.495 3.252 4.042 3.431 <br /> HCM Lane V/C Ratio 0.371 0.5 0.102 0.374 <br /> HCM Control Delay 11.7 13.4 9.7 11.6 <br /> HCM Lane LOS B B A B <br /> HCM 95th-tile Q 1.7 2.8 0.3 1.7 <br /> Pock Lane Residential TIS:Cumulative plus Project Conditions Synchro 11 Report <br /> TJKM Page 4 <br />