Laserfiche WebLink
HCM 6th TWSC Cumulative plus Project Conditions <br /> 6- Project Access #1 & Frewert Rd Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,slveh 2.5 <br /> Movement EBT EBR WBL WBT NBL NBR <br /> Lane Configurations ilr *T Y <br /> Traffic Vol,vehlh 83 0 30 71 0 37 <br /> Future Vol,vehlh 83 0 30 71 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 90 0 33 77 0 40 <br /> MajorlMinor Majorl Major2 Minor1 <br /> Conflicting Flow All 0 0 90 0 233 90 <br /> Stage 1 - - - - 90 - <br /> Stage 2 - - 143 - <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 - - 1505 - 755 968 <br /> Stage 1 - 934 - <br /> Stage 2 - 884 - <br /> Platoon blocked,% - <br /> Mov Cap-1 Maneuver 1505 738 968 <br /> Mov Cap-2 Maneuver - 738 - <br /> Stage 1 - 934 <br /> Stage 2 - 864 <br /> Approach EB WB NB <br /> HCM Control Delay,s 0 2.2 8.9 <br /> HCM LOS A <br /> Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br /> Capacity(vehlh) 968 - 1505 - <br /> HCM Lane VIC Ratio 0.042 0.022 - <br /> HCM Control Delay(s) 8.9 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 />