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HCM 6th AWSC Timing Plan: AM Peak <br /> 5: Pock Ln & Togninali Ln 05103/2022 <br /> Intersection <br /> Intersection Delay,slveh12.9 <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 68 1 63 77 5 122 29 107 43 70 126 31 <br /> Future Vol,veh/h 68 1 63 77 5 122 29 107 43 70 126 31 <br /> Peak Hour Factor 0.65 0.65 0.65 0.73 0.73 0.73 0.68 0.68 0.68 0.66 0.66 0.66 <br /> Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 105 2 97 105 7 167 43 157 63 106 191 47 <br /> Number of Lanes 1 1 0 0 1 0 0 2 0 0 2 0 <br /> Approach EB WB NB SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 2 2 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 2 2 2 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes Right 2 2 1 2 <br /> HCM Control Delay 11.2 15.7 11.5 12.7 <br /> HCM LOS B C B B <br /> Lane NBLn1 NBLn2 EBLn1 EBLn2WBLnl SBLn1 SBLn2 <br /> Vol Left, % 35% 0% 100% 0% 38% 53% 0% <br /> Vol Thru,% 65% 55% 0% 2% 2% 47% 67% <br /> Vol Right,% 0% 45% 0% 98% 60% 0% 33% <br /> Sign Control Stop Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 83 97 68 64 204 133 94 <br /> LT Vol 29 0 68 0 77 70 0 <br /> Through Vol 54 54 0 1 5 63 63 <br /> RT Vol 0 43 0 63 122 0 31 <br /> Lane Flow Rate 121 142 105 98 279 202 142 <br /> Geometry Grp 7 7 7 7 6 7 7 <br /> Degree of Util (X) 0.231 0.251 0.214 0.168 0.496 0.381 0.249 <br /> Departure Headway(Hd) 6.858 6.36 7.352 6.14 6.386 6.802 6.299 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap 519 561 485 579 562 526 565 <br /> Service Time 4.65 4.151 5.146 3.933 4.468 4.588 4.084 <br /> HCM Lane V/C Ratio 0.233 0.253 0.216 0.169 0.496 0.384 0.251 <br /> HCM Control Delay 11.7 11.3 12.2 10.2 15.7 13.8 11.2 <br /> HCM Lane LOS B B B B C B B <br /> HCM 95th-tile Q 0.9 1 0.8 0.6 2.7 1.8 1 <br /> Pock Lane Residential TIS: Existing plus Project Conditions Synchro 11 Report <br /> TJKM Page 5 <br />