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HCM 6th TWSC Cumulative plus Project Conditions <br /> 7: Project Access #2 & Frewert Rd Timing Plan;AM Peak <br /> Intersection <br /> Int Delay,slveh 4.8 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations il� 4 <br /> Traffic Vol,vehlh 21 0 36 29 0 39 <br /> Future Vol,vehlh 21 0 36 29 0 39 <br /> Conflicting Peds,#!hr 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 23 0 39 32 0 42 <br /> MajodMinor __Majorl Major2 M_inor1 <br /> Conflicting Flow All 0 0 23 0 133 23 <br /> Stage 1 - - - - 23 - <br /> Stage 2 - - 110 - <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 - 1592 - 861 1054 <br /> Stage 1 - - 1000 - <br /> Stage 2 - - - 915 - <br /> Platoon blocked,% - <br /> Mov Cap-1 Maneuver - 1592 839 1054 <br /> Mov Cap-2 Maneuver - - 839 - <br /> Stage 1 - - - - 1000 - <br /> Stage 2 - 892 - <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 4.1 8,6 <br /> HCM LOS A <br /> Minor LanelMa'or Mvmt NBLnl EBT EBR WBL WBT <br /> Capacity(vehlh) 1054 1592 - <br /> HCM Lane VIC Ratio 0.04 0.025 <br /> HCM Control Delay(s) 8.6 7.3 0 <br /> HCM Lane LOS A - A A <br /> HCM 95th°/utile Q(veh) 0.1 _ 0.1 - <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 7 <br />