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River Islands Phase 2 SEIR Cumulative Plus Proposed Project With Valley Link <br /> 4: Manthey Road & SB I-5 Off/On-Ramps AM Peak Hour <br /> Intersection <br /> Int Delay,s/veh 9.5 <br /> Movement WBL WBR NBT NBR SBL SBT <br /> Lane Configurations r + r <br /> Traffic Vol,veh/h 10 383 10 0 204 0 <br /> Future Vol,veh/h 10 383 10 0 204 0 <br /> Conflicting Peds,#/hr 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 25 - 25 - - <br /> Veh in Median Storage,# 0 - 0 - - 0 <br /> Grade, % 0 - 0 - - 0 <br /> Peak Hour Factor 95 95 95 95 95 95 <br /> Heavy Vehicles, % 8 8 8 8 8 8 <br /> Mvmt Flow 11 403 11 0 215 0 <br /> Major/Minor Minorl Majorl Major2 <br /> Conflicting Flow All 441 11 0 0 11 0 <br /> Stage 1 11 - - - - - <br /> Stage 2 430 - - - <br /> Critical Hdwy 6.48 6.28 - 4.18 <br /> Critical Hdwy Stg 1 5.48 - - - <br /> Critical Hdwy Stg 2 5.48 - - - <br /> Follow-up Hdwy 3.572 3.372 - 2.272 <br /> Pot Cap-1 Maneuver 563 1053 - 1570 <br /> Stage 1 997 - - - <br /> Stage 2 643 - - - <br /> Platoon blocked,% - <br /> Mov Cap-1 Maneuver 486 1053 - 1570 <br /> Mov Cap-2 Maneuver 486 - - - <br /> Stage 1 997 - - <br /> Stage 2 555 - - <br /> Approach WB NB SB <br /> HCM Control Delay,s 10.6 0 7.7 <br /> HCM LOS B <br /> Minor Lane/Major Mvmt NBT NBRWBLnlWBLn2 SBL SBT <br /> Capacity(veh/h) - 486 1053 1570 - <br /> HCM Lane V/C Ratio - 0.022 0.383 0.137 - <br /> HCM Control Delay(s) - 12.6 10.5 7.7 0 <br /> HCM Lane LOS - B B A A <br /> HCM 95th%tile Q(veh) - 0.1 1.8 0.5 - <br /> HCM 6th TWSC <br /> Fehr&Peers Page 6 <br />