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West Orange Site Build AM <br />8: I-40 WB Service Road & RI/RO Site Drwy 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build AM.syn Synchro 10 Report <br />Kimley-Horn Page 18 <br />Intersection <br />Int Delay, s/veh 2.9 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Vol, veh/h 0 0 542 258 0 172 <br />Future Vol, veh/h 0 0 542 258 0 172 <br />Conflicting Peds, #/hr 0 0 0 0 0 0 <br />Sign Control Free Free Free Free Stop Stop <br />RT Channelized - None - Free - Stop <br />Storage Length - - - - - 0 <br />Veh in Median Storage, # - 0 0 - 0 - <br />Grade, %- 0 0 - 0 - <br />Peak Hour Factor 90 90 90 90 90 90 <br />Heavy Vehicles, % 2 2 2 2 0 0 <br />Mvmt Flow 0 0 602 287 0 191 <br />Major/Minor Major2 Minor2 <br />Conflicting Flow All - 0 - 301 <br /> Stage 1 - - - - <br /> Stage 2 - - - - <br />Critical Hdwy - -- 6.9 <br />Critical Hdwy Stg 1 - - - - <br />Critical Hdwy Stg 2 - - - - <br />Follow-up Hdwy - -- 3.3 <br />Pot Cap-1 Maneuver - 0 0 701 <br /> Stage 1 - 0 0 - <br /> Stage 2 - 0 0 - <br />Platoon blocked, %- <br />Mov Cap-1 Maneuver - -- 701 <br />Mov Cap-2 Maneuver - - - - <br /> Stage 1 - - - - <br /> Stage 2 - - - - <br />Approach WB SB <br />HCM Control Delay, s 0 12 <br />HCM LOS B <br />Minor Lane/Major Mvmt WBTSBLn1 <br />Capacity (veh/h)- 701 <br />HCM Lane V/C Ratio - 0.273 <br />HCM Control Delay (s) - 12 <br />HCM Lane LOS - B <br />HCM 95th %tile Q(veh)- 1.1 <br />322