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HCM 6th TWSC Cumulative plus Project Conditions <br /> 2: 1-5 NB Off Ramp & Roth Rd Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,slveh 2.9 <br /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NSR SBL SBT SBR <br /> Lane Configurations ) tt T +T ?f <br /> Traffic Vol,vehlh 73 389 0 0 287 342 28 0 299 0 0 0 <br /> Future Vol,vehlh 73 389 0 0 287 342 28 0 219 0 0 0 <br /> Conflicting Peds,#Ihr 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 92 92 92 92 92 92 92 92 92 92 92 92 <br /> Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 <br /> Mvmt Flow 79 423 0 0 312 372 30 0 238 0 0 0 <br /> Major/Minor Majorl Major2 Minorl <br /> Conflicting Flow All 684 0 0 1079 1265 212 <br /> Stage 1 - - - 581 581 - <br /> Stage 2 - 498 684 - <br /> Criticai 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 907 0 0 227 169 794 <br /> Stage 1 - 0 0 523 499 - <br /> Stage 2 - 0 0 - 610 448 - <br /> Piatoon blocked, % - <br /> Mov Cap-1 Maneuver 907 - - - 207 0 794 <br /> Mov Cap-2 Maneuver - - - - 207 0 - <br /> Stage 1 - - 477 0 - <br /> Stage 2 610 0 - <br /> Approach EB WB NB <br /> HCM Control Delay,s 1.5 0 13.1 <br /> HCM LOS 8 <br /> Minor LanelMajor Mvmt NBLn1 NBLn2 EBL EBT WBT WBR <br /> Capacity(vehlh) 207 794 907 <br /> HCM Lane V/C Ratio 0.147 0.3 0.087 - <br /> HCM Control Delay(s) 25.4 11.5 9.3 - - <br /> HCM Lane LOS D B A - <br /> HCM 95th%tile Q(veh) 0.5 1.3 0.3 <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 2 <br />