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1: Dwy 1 & W Warner Ave Existing Prj PM <br />P:\Footlab Santa Ana\Focused Analysis\Synchro\Footlab.syn Page 1 <br />Intersection <br />Int Delay, s/veh 0.2 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Vol, veh/h 1247 9 5 1087 7 7 <br />Future Vol, veh/h 1247 9 5 1087 7 7 <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 - 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 1355 10 5 1182 8 8 <br />Major/Minor Major1 Major2 Minor1 <br />Conflicting Flow All 0 0 1365 0 1962 683 <br /> Stage 1 - - - - 1360 - <br /> Stage 2 - - - - 602 - <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 - - 499 - 55 392 <br /> Stage 1 - - - - 204 - <br /> Stage 2 - - - - 510 - <br />Platoon blocked, % - -- <br />Mov Cap-1 Maneuver - - 499 - 55 392 <br />Mov Cap-2 Maneuver - - - - 152 - <br /> Stage 1 - - - - 204 - <br /> Stage 2 - - - - 504 - <br />Approach EB WB NB <br />HCM Control Delay, s/v 0 0.06 22.66 <br />HCM LOS C <br />Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT <br />Capacity (veh/h)219 - - 499 - <br />HCM Lane V/C Ratio 0.069 - - 0.011 - <br />HCM Control Delay (s/veh) 22.7 - - 12.3 - <br />HCM Lane LOS C - - B - <br />HCM 95th %tile Q(veh) 0.2 - - 0 - <br />E-13