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2: Dwy 2 & W Warner Ave Existing PM <br />P:\Footlab Santa Ana\Focused Analysis\Synchro\Footlab.syn Page 2 <br />Intersection <br />Int Delay, s/veh 0 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Vol, veh/h 1238 0 0 1075 0 0 <br />Future Vol, veh/h 1238 0 0 1075 0 0 <br />Conflicting Peds, #/hr 0 0 0 0 0 0 <br />Sign Control Free Free Free Free Stop Stop <br />RT Channelized - None - None - None <br />Storage Length - - 0 - 0 - <br />Veh in Median Storage, # 0 - - 0 2 - <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 1346 0 0 1168 0 0 <br />Major/Minor Major1 Major2 Minor1 <br />Conflicting Flow All 0 0 1346 0 1930 673 <br /> Stage 1 - - - - 1346 - <br /> Stage 2 - - - - 584 - <br />Critical Hdwy - - 4.14 - 6.84 6.94 <br />Critical Hdwy Stg 1 - - - - 5.84 - <br />Critical Hdwy Stg 2 - - - - 5.84 - <br />Follow-up Hdwy - - 2.22 - 3.52 3.32 <br />Pot Cap-1 Maneuver - - 508 - 58 398 <br /> Stage 1 - - - - 207 - <br /> Stage 2 - - - - 520 - <br />Platoon blocked, % - -- <br />Mov Cap-1 Maneuver - - 508 - 58 398 <br />Mov Cap-2 Maneuver - - - - 186 - <br /> Stage 1 - - - - 207 - <br /> Stage 2 - - - - 520 - <br />Approach EB WB NB <br />HCM Control Delay, s/v 0 0 0 <br />HCM LOS A <br />Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br />Capacity (veh/h)- - - 508 - <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-6