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HCM 6th AWSC Timing Plan: AM Peak <br /> 6: Pock Ln & Boeing Way 05/03/2022 <br /> Nersecti <br /> Intersection Delay,s/veh38.9 <br /> Intersection LOS E <br /> Movement ESBL SBT SBR <br /> Lane Configurations Vii <br /> Traffic Vol,veh/h 26 144 9 21 118 105 7 114 50 151 164 38 <br /> Future Vol,veh/h 26 144 9 21 118 105 7 114 50 151 164 38 <br /> Peak Hour Facts 0.54 0.54 0.54 0.51 0.51 0.51 0.79 0.79 0.79 0.65 0.65 0.65 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> MvmtFlowdor 48 267 17 41 231 206 9 144 63 232 252 58 <br /> Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 <br /> Approa EB W= M� <br /> Opposing Approach WB EB SB NB <br /> Opposing Lanes � 1 906� 2 <br /> Conflicting Approach Left SB NB EB WB <br /> Conflicting Lanes Left 2 1 <br /> Conflicting Approach RighNB SB WB EB <br /> Conflicting Lanes RighAPPM 2 <br /> HCM Control Delay 32 66 20.5 26.7 <br /> D F D <br /> NBLn1 NBLn2 EBLn1WBLn1 SBLn1 SBLn2 <br /> Vol Left, % 100% 0% 15% 9% 100% 0% <br /> Vol Thru,% 0% 70% 80% 48% 0% 81% <br /> Vol Right,% 0% 30% 5% 43% 0% 19% <br /> Sign Contr� Stop Stop Stop Stop Stop Stop <br /> Traffic Vol by Lane 7 164 179 244 151 202 <br /> LT Vol 7 0 26 21 151 0 <br /> Through Vol 0 114 144 118 0 164 <br /> RT Vol i 0 �9 _A&� 0 38 <br /> Lane Flow Rate 9 208 331 478 232 311 <br /> Geometry Grp 7 7 <br /> Degree of Util(X) 0.024 0.513 0.749 0.989 0.576 0.714 <br /> Departure He§ay(Hd) 9.636 8.889 8.137 7.442 8.925 8.267 <br /> Convergence,Y/N Yes Yes Yes Yes Yes Yes <br /> Cap � 370 405 441 488 402 435 <br /> Service Time 7.432 6.684 6.231 5.523 6.714 6.056 <br /> HCM Lane VIC Ratio 0.024 0.514 0.751 0.98 0.57IL15 <br /> HCM Control Delay 12.7 20.8 32 66 23.3 29.3 <br /> HCM Lane LOS B C WF C <br /> HCM 95th-tile Q 0.1 2.8 6.2 13 3.5 5.5 <br /> Pock Lane Residential TIS: Cumulative plus Project Conditions Synchro 11 Report <br /> TJKM Page 6 <br />