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HCM 7th TWSC <br />7: SR 906 & I-90 WB Ramp 06/09/2025 <br />PM Weekday Existing - February 2025 8:26 am 03/07/2025 Baseline Synchro 12 Report <br />Page 7 <br />Intersection <br />Int Delay, s/veh 1.2 <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Vol, veh/h 42 2 21 133 15 7 <br />Future Vol, veh/h 42 2 21 133 15 7 <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 85 85 84 84 75 75 <br />Heavy Vehicles, %43 43 1 1 0 0 <br />Mvmt Flow 49 2 25 158 20 9 <br />Major/Minor Major1 Minor2 <br />Conflicting Flow All 0 0 25 25 <br /> Stage 1 --0 0 <br /> Stage 2 --25 25 <br />Critical Hdwy --6.4 6.5 <br />Critical Hdwy Stg 1 ---- <br />Critical Hdwy Stg 2 --5.4 5.5 <br />Follow-up Hdwy --3.5 4 <br />Pot Cap-1 Maneuver --996 872 <br /> Stage 1 ---- <br /> Stage 2 --1003 878 <br />Platoon blocked, %-- <br />Mov Cap-1 Maneuver --996 0 <br />Mov Cap-2 Maneuver --996 0 <br /> Stage 1 ---0 <br /> Stage 2 --1003 0 <br />Approach NB SB <br />HCM Control Delay, s/v 0 8.72 <br />HCM LOS A <br />Minor Lane/Major Mvmt NBT NBR SBLn1 <br />Capacity (veh/h)--996 <br />HCM Lane V/C Ratio --0.029 <br />HCM Control Delay (s/veh)--8.7 <br />HCM Lane LOS --A <br />HCM 95th %tile Q(veh)--0.1