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HCM 6th TWSC Background plus Project Conditions <br /> 6: Project Access #1 & Frewert Rd Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,slveh 2.6 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations '+ *T Y <br /> Traffic Vol,vehlh 76 0 30 65 0 37 <br /> Future Vol,vehlh 76 0 30 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 83 0 33 71 0 40 <br /> Major/Minor Majorl Major2 Minorl <br /> Conflicting Flow All 0 0 83 0 220 83 <br /> Stage 1 - - - - 83 - <br /> Stage 2 - 137 - <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 1514 - 768 976 <br /> Stage 1 - - 940 - <br /> Stage 2 - - - 890 - <br /> Platoon blocked,% <br /> Mov Cap-1 Maneuver 1514 750 976 <br /> Mov Cap-2 Maneuver - - - 750 - <br /> Stage 1 - - - 940 - <br /> Stage 2 - - 870 - <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 2.3 8,8 <br /> HCM LOS A <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(vehlh) 976 - - 1514 <br /> HCM Lane VIC Ratio 0.041 - - 0.022 <br /> HCM Control Delay(s) 8.8 - 7.4 0 <br /> HCM Lane LOS A - A A <br /> HCM 95th%tile Q(veh) 01 - 0.1 - <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 6 <br />