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4: S Birch St. & Dwy 3 Existing PM <br />P:\Footlab Santa Ana\Focused Analysis\Synchro\Footlab.syn Page 4 <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 0 0 116 45 0 <br />Future Vol, veh/h 0 0 0 116 45 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 ----- <br />Veh in Median Storage, # 0 - - 0 0 - <br />Grade, % 0 - - 0 0 - <br />Peak Hour Factor 92 92 92 92 92 92 <br />Heavy Vehicles, % 2 2 2 2 2 2 <br />Mvmt Flow 0 0 0 126 49 0 <br />Major/Minor Minor2 Major1 Major2 <br />Conflicting Flow All 175 49 49 0 - 0 <br /> Stage 1 49 ----- <br /> Stage 2 126 ----- <br />Critical Hdwy 6.42 6.22 4.12 - - - <br />Critical Hdwy Stg 15.42----- <br />Critical Hdwy Stg 25.42----- <br />Follow-up Hdwy 3.518 3.318 2.218 - - - <br />Pot Cap-1 Maneuver 815 1020 1558 - - - <br /> Stage 1 974 ----- <br /> Stage 2 900 ----- <br />Platoon blocked, % - - - <br />Mov Cap-1 Maneuver 815 1020 1558 - - - <br />Mov Cap-2 Maneuver 815 ----- <br /> Stage 1 974 ----- <br /> Stage 2 900 ----- <br />Approach EB NB SB <br />HCM Control Delay, s/v 0 0 0 <br />HCM LOS A <br />Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR <br />Capacity (veh/h)1558 ---- <br />HCM Lane V/C Ratio ----- <br />HCM Control Delay (s/veh) 0 - 0 - - <br />HCM Lane LOS A - A - - <br />HCM 95th %tile Q(veh) 0---- <br />E-8