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HCM 7th TWSC <br />7: SR 906 & I-90 WB Ramp 01/31/2025 <br />PM Weekday Future - October 2044 3:04 pm 01/08/2025 Baseline Synchro 12 Report <br />Page 7 <br />Intersection <br />Int Delay, s/veh 5 <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Vol, veh/h 10 10 15 5 10 15 <br />Future Vol, veh/h 10 10 15 5 10 15 <br />Conflicting Peds, #/hr 0 0 0 0 0 0 <br />Sign Control Yield Yield Free Free Stop Stop <br />RT Channelized - Stop - Yield - None <br />Storage Length 0 ----- <br />Veh in Median Storage, # 0 - 0 - - 0 <br />Grade, % 0 - 0 - - 0 <br />Peak Hour Factor 75 75 78 78 75 75 <br />Heavy Vehicles, % 27 27 13 13 19 19 <br />Mvmt Flow 13 13 19 6 13 20 <br />Major/Minor Major1 Minor2 <br />Conflicting Flow All 0 0 19 19 <br /> Stage 1 - - 0 0 <br /> Stage 2 - - 19 19 <br />Critical Hdwy - - 6.59 6.69 <br />Critical Hdwy Stg 1 ---- <br />Critical Hdwy Stg 2 - - 5.59 5.69 <br />Follow-up Hdwy - - 3.671 4.171 <br />Pot Cap-1 Maneuver - - 956 842 <br /> Stage 1 ---- <br /> Stage 2 - - 961 847 <br />Platoon blocked, %- - <br />Mov Cap-1 Maneuver - - 956 0 <br />Mov Cap-2 Maneuver - - 956 0 <br /> Stage 1 - - - 0 <br /> Stage 2 - - 961 0 <br />Approach NB SB <br />HCM Control Delay, s/v 0 8.9 <br />HCM LOS A <br />Minor Lane/Major Mvmt NBT NBRSBLn1 <br />Capacity (veh/h)- - 956 <br />HCM Lane V/C Ratio - - 0.035 <br />HCM Control Delay (s/veh) - - 8.9 <br />HCM Lane LOS - - A <br />HCM 95th %tile Q(veh) - - 0.1