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HCM 6th TWSC Background plus Project Conditions <br /> 5: Manthey Rd & Frewert Rd Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,slveh 3.7 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y 4 T <br /> Traffic Vol,vehlh 97 16 15 347 282 80 <br /> Future Vol,vehlh 97 16 15 347 282 80 <br /> Conflicting Peds,#!hr 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 71 71 85 85 80 80 <br /> Heavy Vehicles, % 2 2 2 4 5 2 <br /> Mvmt Flow 137 23 18 408 353 100 <br /> MajorlMinor Minor2 Majorl Major2 <br /> Conflicting Flow All 847 403 453 0 0 <br /> Stage 1 403 - - - - - <br /> Stage 2 444 - - <br /> Critical Hdwy 6.42 6.22 4.12 - <br /> Critical Hdwy Stg 1 5.42 - - <br /> Critical Hdwy Stg 2 5.42 - - - <br /> Follow-up Hdwy 3.518 3.318 2.218 <br /> Pot Cap-1 Maneuver 332 647 1108 <br /> Stage 1 675 - - <br /> Stage 2 646 - - <br /> Platoon blocked,% - <br /> Mov Cap-1 Maneuver 325 647 1108 <br /> Mov Cap-2 Maneuver 325 - - <br /> Stage 1 661 <br /> Stage 2 646 <br /> Approach EB NB SB <br /> HCM Control Delay,s 23.6 0.3 0 <br /> HCM LOS C <br /> Minor LanelMajor Mvmt NBL NBT EBLnl SB_T SBR <br /> Capacity(vehlh) 1108 350 <br /> HCM Lane V/C Ratio 0.016 0.455 <br /> HCM Control Delay(s) 8,3 0 23.6 - <br /> HCM Lane LOS A A C <br /> HCM 95th%tile Q(veh) 0 - 2.3 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 5 <br />