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3: S Birch St. & W Warner Ave Existing Prj PM <br />P:\Footlab Santa Ana\Focused Analysis\Synchro\Footlab.syn Page 3 <br />Intersection <br />Int Delay, s/veh 1.5 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Vol, veh/h 1006 35 20 1232 84 42 <br />Future Vol, veh/h 1006 35 20 1232 84 42 <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 97 97 97 97 97 97 <br />Heavy Vehicles, % 2 2 2 2 2 2 <br />Mvmt Flow 1037 36 21 1270 87 43 <br />Major/Minor Major1 Major2 Minor1 <br />Conflicting Flow All 0 0 1073 0 1731 537 <br /> Stage 1 - - - - 1055 - <br /> Stage 2 - - - - 676 - <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 - - 645 - ~ 79 489 <br /> Stage 1 - - - - 296 - <br /> Stage 2 - - - - 467 - <br />Platoon blocked, % - -- <br />Mov Cap-1 Maneuver - - 645 - ~ 77 489 <br />Mov Cap-2 Maneuver - - - - 244 - <br /> Stage 1 - - - - 296 - <br /> Stage 2 - - - - 452 - <br />Approach EB WB NB <br />HCM Control Delay, s/v 0 0.17 26.74 <br />HCM LOS D <br />Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br />Capacity (veh/h)293 - - 645 - <br />HCM Lane V/C Ratio 0.444 - - 0.032 - <br />HCM Control Delay (s/veh) 26.7 - - 10.8 - <br />HCM Lane LOS D - - B - <br />HCM 95th %tile Q(veh) 2.2 - - 0.1 - <br />Notes <br />~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon <br />E-15