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HCM 6th TWSC <br />1: Broadway & I-5 SB Off-Ramp 09/03/2019 <br />The Addington 09/03/2019 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 1 <br />Intersection <br />Int Delay, s/veh 0 <br />Movement EBL EBR NBL NBT SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 0 891 0 435 605 0 <br />Future Vol, veh/h 0 891 0 435 605 0 <br />Conflicting Peds, #/hr 0 00000 <br />Sign Control Stop Stop Free Free Free Free <br />RT Channelized - Free - None - None <br />Storage Length - 0 ---- <br />Veh in Median Storage, # 0 - - 0 0 - <br />Grade, % 0 - - 0 0 - <br />Peak Hour Factor 96 96 96 96 96 96 <br />Heavy Vehicles, % 2 22222 <br />Mvmt Flow 0 928 0 453 630 0 <br /> <br />Major/Minor Minor2 Major1 Major2 <br />Conflicting Flow All - - - 0 - 0 <br /> Stage 1 ------ <br /> Stage 2 ------ <br />Critical Hdwy ------ <br />Critical Hdwy Stg 1 ------ <br />Critical Hdwy Stg 2 ------ <br />Follow-up Hdwy ------ <br />Pot Cap-1 Maneuver 0 0 0 - - 0 <br /> Stage 1 0 0 0 - - 0 <br /> Stage 2 0 0 0 - - 0 <br />Platoon blocked, %- - <br />Mov Cap-1 Maneuver ------ <br />Mov Cap-2 Maneuver ------ <br /> Stage 1 ------ <br /> Stage 2 ------ <br /> <br />Approach EB NB SB <br />HCM Control Delay, s 0 0 0 <br />HCM LOS A <br /> <br />Minor Lane/Major Mvmt NBTEBLn1 SBT <br />Capacity (veh/h)- - - <br />HCM Lane V/C Ratio - - - <br />HCM Control Delay (s) - 0 - <br />HCM Lane LOS - A - <br />HCM 95th %tile Q(veh) - - - <br />2-296