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HCM 6th AWSC Timing Plan: AM Peak <br /> 4: Pock Ln & Carpenter Rd 05/03/2022 <br /> Intersection <br /> Intersection Delay,s/veh11.7 <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 16 45 74 10 75 10 98 171 25 9 127 22 <br /> Future Vol,veh/h 16 45 74 10 75 10 98 171 25 9 127 22 <br /> Peak Hour Factor 0.72 0.72 0.72 0.77 0.77 0.77 0.88 0.88 0.88 0.62 0.62 0.62 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 22 63 103 13 97 13 111 194 28 15 205 35 <br /> Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 <br /> Approach EB VB 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 10.6 10.3 13.1 11.4 <br /> HCM LOS B B B B <br /> Lane NBLn1 EBLn1WBLn1 SBLn1 <br /> Vol Left, % 33% 12% 11% 6% <br /> Vol Thru, % 58% 33% 79% 80% <br /> Vol Right,% 9% 55% 11% 14% <br /> Sign Control =1111111111111000 Stop Stop Stop Stop <br /> Traffic Vol by Lane 294 135 95 158 <br /> LT Vol _A 98 16 10 9 <br /> Through Vol 171 45 75 127 <br /> RT Vol 25 74 10 22 <br /> Lane Flow Rate 334 188 123 255 <br /> Geometry Grp 1 1 1 1 <br /> Degree of Util(X) 0.485 0.282 0.198 0.372 <br /> Departure Headway(Hd) 5.223 5.405 5.783 5.254 <br /> Convergence,Y/N Yes Yes Yes Yes <br /> Cap 688 664 618 683 <br /> Service Time 3.26 3.453 3.836 3.295 <br /> HCM Lane V/C Ratio 0.485 0.283 0.199 0.373 <br /> HCM Control Delay 13.1 10.6 10.3 11.4 <br /> HCM Lane LOS B B B B <br /> HCM 95th-tile Q 2.7 1.2 0.7 1.7 <br /> Pock Lane Residential TIS:Existing Conditions, 10/26/20217:00 am Synchro 11 Report <br /> TJKM Page 4 <br />