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HCM 6th TWSC Background plus Project Conditions <br /> 7: Project Access #2 & Frewert Rd Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,slveh 5.1 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations 1� 4 Y <br /> Traffic Vol,vehlh 17 0 36 24 0 39 <br /> Future Vol,vehlh 17 0 36 24 0 39 <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 18 0 39 26 0 42 <br /> Major/Minor Ma'orl Ma'or2 Minorl <br /> Conflicting Flow All 0 0 18 0 122 18 <br /> Stage 1 - - - - 18 - <br /> Stage 2 - - - 104 - <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 - 1599 - 873 1061 <br /> Stage 1 - - - 1005 - <br /> Stage 2 - - - 920 - <br /> Platoon blocked, % - <br /> Mov Cap-1 Maneuver - 1599 851 1061 <br /> Mov Cap-2 Maneuver - - 851 - <br /> Stage 1 - - 1005 <br /> Stage 2 - 897 <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 4.4 8.5 <br /> HCM LOS A <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(vehlh) 1061 - - 1599 <br /> HCM Lane VIC Ratio 0.04 - - 0.024 - <br /> HCM Control Delay(s) 8.5 - - 7.3 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 7 <br />