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HCM 6th AWSC Timing Plan: AM Peak <br /> 6: Pock Ln & Boeing Way 05/03/2022 <br /> kersecti� <br /> Intersection Delay,s/veh 24.6 <br /> Intersection LOS C <br /> Movement EBT EBR WBL WBT WB NBR SBL SBT <br /> Lane Configurations r <br /> Traffic Vol,veh/h 21 118 105�4 50 151 164 38 <br /> Future Vol,veh/h 26 144 9 21 118 105 7 114 50 151 164 38 <br /> Peak Hour Fac 0.51 0.51 0.51 177 �b.79 0.79 0.65 0.65 0.65 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 17 41 231 206 9 144 63 232 252 58 <br /> Number of Lanes 0 1 0 0 1 1 1 1 0 1 1 0 <br /> Approa WB M I SB <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes 1 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 2 2 <br /> Conflicting Approach Right NB SB WB EB <br /> Conflicting Lanes Right 2 1 <br /> HCM Control Delay 34.2 20.4 19.2 24.6 <br /> C C <br /> lAlllllllllllllllllll�n1 NBLn2 EBLn1 WBLn1 <br /> Vol Left, % 100% 0% 15% 15% 0% 100% 0% <br /> Vol Thru,% 0% 70% 80% 85% 0% 0% 81% <br /> Vol Right,% 0% 30% 5% 0% 100% 0% 19% <br /> Sign Cont r Stop Stop Stop Stop Stop Stop StQQ <br /> Traffic Vol by Lane 7 164 179 139 105 151 202 <br /> LT Vol 7M 0 26 21 0 151 <br /> Through Vol 0 114 144 118 0 0 164 <br /> RT Vol = qh_ 50 9 0 38 <br /> Lane Flow Rate 9 208 331 273 206 232 311 <br /> Geometry Grp W' 7'M 7 6 � W <br /> Degree of Util(X) 0.023 0.495 0.769 0.627 0.428 0.557 0.689 <br /> Departure He§ay(Hd) 9.336 8.591 8.351 8.287 706 8.637 7.982 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes Yes <br /> Cap � 384 419 434 436 S2 418 454 <br /> Service Time 7.087 6.342 6.378 6.02 5.218 6.371 5.716 <br /> HCM Lane V/C Ratio 0.023 0.4963263 0.626 JJW.5 0.685 <br /> HCM Control Delay 12.3 19.5 34.2 24 15.7 21.7 26.7 <br /> HCM Lane LOS C <br /> HCM 95th-tile Q 0.1 2.7 6.5 4.2 2.1 3.3 5.1 <br /> Pock Lane Residential TIS: Cumulative plus Project Conditions-Non-Signal Mitigation Synchro 11 Report <br /> TJKM Page 3 <br />