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HCM 6th TWSC Background plus Project Conditions <br /> 4: Manthey Rd & Roth Rd Timing Plan,AM Peak <br /> Intersection <br /> Int belay,slveh 5.2 <br /> Movement WBL WBR NBT NBR SBL SBT <br /> Lane Configurations Vii r 1� <br /> Traffic Vol,vehlh 153 28 80 209 38 34 <br /> Future Vol,vehlh 153 28 80 209 38 34 <br /> Conflicting Peds,#Ihr 0 0 0 0 0 0 <br /> Sign Control Stop Stop Free Free Free t=ree <br /> RT Channelized - None - None - None <br /> Storage Length 0 0 - - - <br /> Veh in Median Storage,# 0 - 0 - 0 <br /> Grade,% 0 - 0 - a <br /> Peak Hour Factor 69 69 59 59 81 81 <br /> Heavy Vehicles,% 2 2 2 2 2 2 <br /> Mvmt Flow 222 41 136 354 47 42 <br /> MajadMinor Minorl Majorl Major2 <br /> Conflicting Flow All 449 313 0 0 490 0 <br /> Stage 1 313 - - - - - <br /> Stage 2 136 - - <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 568 727 - 1073 <br /> Stage 1 741 - - - - <br /> Stage 2 890 - - - - - <br /> Platoon blocked,% - - - <br /> Mov Cap-1 Maneuver 542 727 _ - 1073 <br /> Mov Cap-2 Maneuver 542 - - - - <br /> Stage 1 741 - - <br /> Stage 2 850 - - <br /> Approach WB NB SB <br /> HCM Control Delay,s 15.3 0 4.5 <br /> HCM LOS C <br /> Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT <br /> Capacity(vehlh) - 542 727 1073 <br /> HCM Lane VIC Ratio 0.409 0.056 0.044 <br /> HCM Control Delay(s) - 16.2 10.2 8.5 0 <br /> HCM Lane LOS C B A A <br /> HCM 95th%tile Q(veh) 2 0.2 0.1 - <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 4 <br />