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HCM 6th TWSC Background plus Project Conditions <br /> 5: Manthey Rd & Frewert Rd Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,slveh 3.4 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y +T T <br /> Traffic Vol,vehlh 71 10 12 228 130 72 <br /> Future Vol,veh/h 71 10 12 228 130 72 <br /> Conflicting Peds,Or 0 0 0 0 0 0 <br /> Sign Control Stop Stop Free Free Free 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 53 53 84 84 78 78 <br /> Heavy Vehicles,% 17 14 33 18 15 33 <br /> Mvmt Flow 134 19 14 271 167 92 <br /> Ma orlMinor Minor2 Major9 Major2 <br /> Conflicting Flow All 512 213 259 0 0 <br /> Stage 1 213 - - - - <br /> Stage 2 299 - - <br /> Critical Hdwy 6.57 6.34 4.43 - <br /> Critical Hdwy Stg 1 5,57 - - <br /> Critical Hdwy Stg 2 5.57 - - - <br /> Follow-up Hdwy 3.653 3.426 2.497 - <br /> Pot Cap-1 Maneuver 496 798 1145 - <br /> Stage 1 788 - - - <br /> Stage 2 719 - - - - <br /> Platoon blocked,% - - <br /> Mov Cap-1 Maneuver 489 798 1145 - - - <br /> Mov Cap-2 Maneuver 489 - - - <br /> Stage 1 777 - - - - <br /> Stage 2 719 - - - <br /> Approach EB NB SB <br /> HCM Control Delay,s 14.9 0.4 0 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt N8L NBT EBLn1 SBT SBR <br /> Capacity(vehlh) 1145 - 514 <br /> HCM Lane VIC Ratio 0.012 - 0,297 <br /> HCM Control Delay(s) 8.2 0 14.9 <br /> HCM Lane LOS A A B _ <br /> HCM 95th°/stile Q(veh) 0 - 1.2 - <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 5 <br />