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HCM 6th TWSC Background plus Project Conditions <br /> 6: Project Access 1 & Frewert Rd Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,slveh 2.8 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations 1� *T )II <br /> Traffic Vol,vehlh 56 0 24 60 0 37 <br /> Future Vol,vehlh 56 0 24 60 0 37 <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 61 0 26 65 0 40 <br /> Major/Minor Major1 Major2 Minor1 <br /> Conflicting Flow All 0 0 61 0 178 61 <br /> Stage 1 - - - - 61 - <br /> Stage 2 - - 117 - <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 1542 812 1004 <br /> Stage 1 - 962 - <br /> Stage 2 - - - 908 - <br /> Platoon blocked,% - <br /> Mov Cap-1 Maneuver - 1542 798 1004 <br /> Mov Cap-2 Maneuver - - - 798 - <br /> Stage 1 962 - <br /> Stage 2 - 893 - <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 2.1 8.7 <br /> HCM LOS A <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT _ <br /> Capacity(vehlh) 1004 1542 <br /> HCM Lane VIC Ratio 0.04 0.017 <br /> HCM Control Delay(s) 8.7 - - 7.4 0 <br /> HCM Lane LOS A - A A <br /> HCM 95th°/stile Q(veh) 0.1 - - 0.1 - <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 6 <br />