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HCM 6th TWSC Existing Conditions <br /> 2: 1-5 NB Off Ramp & Roth Rd Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,slveh 2,8 <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations ) tt Ta� +T ?If <br /> Traffic Vol,vehlh 34 291 0 0 200 341 35 5 181 0 0 0 <br /> Future Vol,vehlh 34 291 0 0 200 341 35 5 181 0 0 0 <br /> Conflicting Peds,#!hr 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop <br /> RT Channelized - None None - None None <br /> Storage Length 0 630 0 <br /> Veh in Median Storage,# - 0 0 0 - 16965 <br /> Grade,% - 0 0 0 - 0 <br /> Peak Hour Factor 89 89 89 95 95 95 88 88 88 92 92 92 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 38 327 0 0 211 359 40 6 206 0 0 0 <br /> Major/Minor Majorl Major2 Minorl <br /> Conflicting Flow All 57C 0 - 0 794 973 164 <br /> Stage 1 - 403 403 - <br /> Stage 2 391 570 - <br /> Critical Hdwy 4.13 6.63 6.53 6.93 <br /> Critical Hdwy Stg 1 - 5.83 5.53 <br /> Critical Hdwy Stg 2 - 5.43 5.53 - <br /> Follow-up Hdwy 2,219 3.519 4.019 3.319 <br /> Pot Cap-1 Maneuver 1000 0 0 341 251 852 <br /> Stage 1 - 0 0 644 599 - <br /> Stage 2 - 0 0 683 504 - <br /> Piatoon blocked,% <br /> Mov Cap-1 Maneuver 1000 - - 328 0 B52 <br /> Mov Cap-2 Maneuver - 328 0 <br /> Stage 1 620 0 <br /> Stage 2 683 0 <br /> Approach EB WB NB <br /> HCM Control Delay,s 0.9 0 11.9 <br /> HCM LOS B <br /> Minor LanelMajor Mvmt NBLn1 NBLn2 EBL EBT WBT WBR <br /> Capacity(vehlh) 328 852 1000 <br /> HCM Lane VIC Ratio 0.139 0.241 0.038 <br /> HCM Control Delay(s) 17.7 10.6 83 <br /> HCM Lane LOS C B A <br /> HCM 95th%tile Q(veh) 0.5 0.9 0.1 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 2 <br />