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HCM 6th TWSC Cumulative plus Project Conditions <br /> 6: Project Access 4 & Frewert Rd Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,slveh 2.7 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations T+ +T Y <br /> Traffic Vol,vehlh 60 0 24 65 0 37 <br /> Future Vol,vehlh 60 0 24 65 0 37 <br /> Conflicting Peds,#Ihr 0 0 0 0 0 0 <br /> Sign Control Free Free Free Free Stop Stop <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 92 92 92 92 92 92 <br /> Heavy Vehicles, % 2 2 2 2 2 2 <br /> Mvmt Flow 65 0 26 71 0 40 <br /> Major/Minor Major1 Major2 Minorl <br /> Conflicting Flow All 0 0 65 0 188 65 <br /> Stage 1 - - - - 65 - <br /> Stage 2 - - - 123 - <br /> Critical Hdwy 4.12 - 6.42 6.22 <br /> Critical Hdwy Stg 1 - - - 5.42 - <br /> Critical Hdwy Stg 2 - - 5.42 - <br /> Follow-up Hdwy 2.218 - 3.518 3.318 <br /> Pot Cap-1 Maneuver 1537 - 801 999 <br /> Stage 1 - - 958 - <br /> Stage 2 - - - 902 - <br /> Platoon blocked, % <br /> Mov Cap-1 Maneuver - 1537 - 787 999 <br /> Mov Gap-2 Maneuver - - 787 - <br /> Stage 1 - - 958 <br /> Stage 2 - - - 886 <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 2 8.8 <br /> HCM LOS A <br /> Minor LanelMajor Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(vehlh) 999 1537 <br /> HCM Lane V/C Ratio 0.04 0.017 <br /> HCM Control Delay(s) 8.8 - 7.4 0 <br /> HCM Lane LOS A A A <br /> HCM 95th%tile Q(veh) 0.1 - 0.1 - <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 6 <br />