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HCM 6th TVVSC Background plus Project Conditions <br /> 7: Project Access #2 & Frewert Rd Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,slveh 5.9 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations T+ +T Y <br /> Traffic Vol,vehlh 20 0 47 18 0 56 <br /> Future Vol,vehlh 20 0 47 18 0 56 <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 22 0 -51 20 0 61 <br /> Major/Minor Ma'orl Ma'or2 Minorl <br /> Conflicting Flow All 0 0 22 0 144 22 <br /> Stage 1 - - - - 22 <br /> Stage 2 - - - 122 <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 - - 1593 849 1055 <br /> Stage 1 - - - 1001 - <br /> Stage 2 - - - - 903 - <br /> Platoon blocked,% - - - <br /> Mov Cap-1 Maneuver - - 1593 - 822 1055 <br /> Mov Cap-2 Maneuver - - - - 822 - <br /> Stage 1 - - - - 1001 - <br /> Stage 2 - - - - 874 - <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 5.3 8.6 <br /> HCM LOS A <br /> Minor Larne/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(vehlh) 1055 1593 <br /> HCM Lane V1C Ratio 0.058 0.032 <br /> HCM Control Delay(s) 8.6 7.3 0 <br /> HCM Lane LOS A A A <br /> HCM 95th°/utile Q(veh) 0.2 - 0.1 - <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 7 <br />