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West Orange Site - Addendum #1 Phase 2 - Build AM - Trip Gen. & Dist. Adjust. <br />8: I-40 WB Service Road & RI/RO Site Drwy 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 2\Synchro\Phase2-Build AM-AdjustedTripGen&Dist.syn <br />Kimley-Horn Page 17 <br />Intersection <br />Int Delay, s/veh 3.2 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Vol, veh/h 0 0 547 185 0 189 <br />Future Vol, veh/h 0 0 547 185 0 189 <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 0 608 206 0 210 <br />Major/Minor Major2 Minor2 <br />Conflicting Flow All - 0 -304 <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 0 698 <br /> Stage 1 - 0 0 - <br /> Stage 2 - 0 0 - <br />Platoon blocked, %- <br />Mov Cap-1 Maneuver - - - 698 <br />Mov Cap-2 Maneuver - - - - <br /> Stage 1 - - - - <br /> Stage 2 - - - - <br />Approach WB SB <br />HCM Control Delay, s 0 12.4 <br />HCM LOS B <br />Minor Lane/Major Mvmt WBT SBLn1 <br />Capacity (veh/h)-698 <br />HCM Lane V/C Ratio - 0.301 <br />HCM Control Delay (s)-12.4 <br />HCM Lane LOS - B <br />HCM 95th %tile Q(veh)-1.3 <br />877