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HCM 6th TWSC Cumulative plus Project Conditions <br /> 4: Manthey Rd & Roth Rd Timing Plan:AM Peak <br /> Intersection <br /> Int Delay,slveh 5.3 <br /> Movement WBL WBR NBT NBR SBL SBT <br /> Lane Configurations r T+ 4 <br /> Traffic Vol,vehlh 150 34 56 140 47 42 <br /> Future Vol,vehlh 150 34 56 140 47 42 <br /> Conflicting Peds,#Ihr 0 0 0 0 0 0 <br /> Sign Control Stop Stop Free Free Free Free <br /> RT Channelized - None - None None <br /> Storage Length 0 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 163 37 61 152 51 46 <br /> Major/Minor Minor1 Major1 Major2 <br /> Conflicting Flow All 285 137 0 0 213 0 <br /> Stage 1 137 - - - - - <br /> Stage 2 148 - - - <br /> Critical Hdwy 6.42 6.22 4.12 - <br /> Critical Hdwy Stg 1 5.42 - - - <br /> Critical Hdwy Stg 2 5.42 - - - <br /> Follow-up Hdwy 3.518 3.318 2,218 - <br /> Pot Cap-1 Maneuver 705 911 1357 - <br /> Stage 1 890 - - - <br /> Stage 2 880 - - - <br /> Platoon blocked, <br /> Mov Cap-1 Maneuver 678 911 - 1357 <br /> Mov Cap-2 Maneuver 678 - - - <br /> Stage 1 890 - <br /> Stage 2 846 - <br /> Approach WB NB SB <br /> HCM Control Delay,s 11.5 0 4.1 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT <br /> Capacity(vehlh) 678 911 1357 <br /> HCM Lane V/C Ratio - 0.24 0.041 0.038 <br /> HCM Control Delay(s) - 12 9.1 7.8 0 <br /> HCM Lane LOS - B A A A <br /> HCM 95th%tile Q(veh) - 0.9 0.1 0.1 - <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 4 <br />