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HCM 6th TWSC Existing Conditions <br /> 5: Manthey Rd & Frewert Rd Timing Plan. PM Peak <br /> Intersection <br /> Int Delay,slveh 1.1 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y *T T <br /> Traffic Vol,vehlh 9 11 11 170 82 7 <br /> Future Vol,vehlh 9 11 11 170 82 7 <br /> Conflicting Peds,#Ihr 0 0 0 0 0 0 <br /> Sign Control Stop Stop Free Free f=ree Free <br /> RT Channelized - None None None <br /> Storage Length 0 <br /> Veh in Median Storage,# 0 0 0 <br /> Grade,% 0 0 0 <br /> Peak Hour Factor 71 71 85 85 80 80 <br /> Heavy Vehicles, % 2 2 2 4 5 2 <br /> Mvmt Flaw 13 15 13 200 103 9 <br /> Major/Minor Minor2 Majorl Major2 <br /> Conflicting Flow All 334 108 112 0 0 <br /> Stage 1 108 - - - - <br /> Stage 2 226 - - <br /> Critical Hdwy 6.42 6.22 4,12 <br /> Critical Hdwy Stg 1 5.42 - - <br /> Critical Hdwy Sig 2 5.42 - - <br /> Follow-up Hdwy 3.518 3.318 2.218 <br /> Pat Cap-1 Maneuver 661 946 1478 <br /> Stage 1 916 - - <br /> Stage 2 812 - - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 654 946 1478 <br /> Mov Cap-2 Maneuver 654 - - <br /> Stage 1 907 <br /> Stage 2 812 <br /> Approach EB NB SB <br /> HCM Control Delay,s 9.7 0.5 0 <br /> HCM LOS A <br /> Minor LanelMajor Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(vehlh) 1478 788 <br /> HCM Lane VIC Ratio 0.009 0.036 <br /> HCM Control Delay(s) 7.5 0 9.7 <br /> HCM Lane LOS A A A <br /> HCM 95th%tile Q(veh) 0 - 0.1 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 5 <br />