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HCM 6th TWSC Cumulative plus Project Conditions <br /> 7: Project Access #2 & Frewert Rd Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,slveh 5.4 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations T+ *T Y <br /> Traffic Vol,vehlh 27 0 47 24 0 56 <br /> Future Vol,vehlh 27 0 47 24 0 56 <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 29 0 51 26 0 61 <br /> Major/Minor Ma orl Ma or2 Minorl <br /> Conflicting Flow All 0 0 29 0 157 29 <br /> Stage 1 - - - - 29 - <br /> Stage 2 - - 128 - <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 - 1584 834 1046 <br /> Stage 1 - - 994 - <br /> Stage 2 - - 898 - <br /> Platoon blocked,% - <br /> Mov Cap-1 Maneuver - 1584 806 1046 <br /> Mov Cap-2 Maneuver - - 806 - <br /> Stage 1 - - - 994 <br /> Stage 2 - 868 <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 4.9 8.7 <br /> HCM LDS A <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(vehlh) 1046 1584 <br /> HCM Lane VIC Ratio 0.058 0.032 <br /> HCM Control Delay(s) B.7 - 7,3 0 <br /> HCM Lane LOS A A A <br /> HCM 95th%tile Q(veh) 0.2 0.1 - <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 7 <br />