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HCM 6th TVVSC Background Conditions <br /> 5: Manthey Rd & Frewert Rd Timing Plan:PM Peak <br /> Intersection <br /> Int Delay,slveh 0.6 <br /> Movement EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y +T 1� <br /> Traffic Vol,vehlh 9 11 11 347 282 7 <br /> Future Vol,vehlh 9 11 11 347 282 7 <br /> Conflicting Peds,#Ihr 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 /> Ven in Median Storage,# 0 0 0 <br /> Grade,%4 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 13 15 13 408 353 9 <br /> Major/Wnor Minor2 Major1 Ma#2 <br /> Conflicting Flow All 792 358 362 0 0 <br /> Stage 1 358 - - - - <br /> Stage 2 434 - - <br /> Critical Hdwy 6.42 6.22 4 12 <br /> Critical Hdwy Stg 1 5.42 - - <br /> Critical Hdvwy Stg 2 5.42 - - <br /> Follow-up Hdwy 3.518 3.318 2 218 <br /> Pot Cap-1 Maneuver 358 686 1197 <br /> Stage 1 707 - - <br /> Stage 2 653 - - <br /> Platoon blocked, % <br /> Mov Cap-1 Maneuver 353 686 1197 <br /> Mov Cap-2 Maneuver 353 - - <br /> Stage 1 697 <br /> Stage 2 653 <br /> Approach EB NB SB <br /> HCM Contfol Delay,s 12.9 0.2 0 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR <br /> Capacity(vehlh) 1197 482 <br /> HCM Lane V/C Ratio 0.011 0.058 <br /> HCM Control Delay(s) 8 0 12.9 <br /> HCM Lane LOS A A B <br /> HCM 95th%tile Q(veh) 0 - 0.2 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 5 <br />