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HCM 6th TWSC Background plus Project Conditions <br /> 4: Manthey Rd & Roth Rd Timing Plan: PM Peak <br /> Intersection <br /> Int Delay,slveh 6.2 <br /> Movement WBL WBR NBT NBR SBL SBT <br /> Lane Configurations r T 4 <br /> Traffic Vol,vehlh 142 86 273 162 63 197 <br /> Future Vol,vehlh 142 86 273 162 63 197 <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 83 83 84 84 81 81 <br /> Heavy Vehicles,% 2 2 2 2 2 2 <br /> Mvmt Flow 171 104 325 193 78 243 <br /> Major/Minor Minorl Majorl Major2 <br /> Conflicting Flow All 821 422 0 0 518 0 <br /> Stage 1 422 - - - - - <br /> Stage 2 399 - - - <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 344 632 - 1048 <br /> Stage 1 662 - - <br /> Stage 2 678 - - - <br /> Platoon blocked, % <br /> Mov Cap-1 Maneuver 314 632 1048 <br /> Mov Cap-2 Maneuver 314 - - <br /> Stage 1 662 - <br /> Stage 2 620 <br /> Approach WB NB SB <br /> HCM Control Delay,s 22.8 0 2.1 <br /> HCM LOS C <br /> Minor Lane/Major Mvmt NBT NBR_WBLn1WBLn2 SBL SBT <br /> Capacity(vehlh) 314 632 1048 <br /> HCM Lane V1C Ratio - 0.545 0.164 0.074 <br /> HCM Control Delay(s) - 29.4 11,8 8,7 0 <br /> HCM Lane LOS D B A A <br /> HCM 95th%tile Q(veh) 3.1 0.6 0.2 - <br /> Frewert Parking TIS Synchro 10 Report <br /> TJKM Page 4 <br />