Orange County NC Website
West Orange Site Phase 1 - Build Saturday - Trip Gen. Adjust. <br />8: I-40 WB Service Road & East RI/RO Site Drwy 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 1\Analysis\Synchro\Phase1-Build Saturday-TripGenAdjust.syn <br />Kimley-Horn Synchro 10 Report <br />Intersection <br />Int Delay, s/veh 7.6 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Vol, veh/h 0 0 500 550 0 396 <br />Future Vol, veh/h 0 0 500 550 0 396 <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 0 556 611 0 440 <br />Major/Minor Major2 Minor2 <br />Conflicting Flow All - 0 -278 <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 0 725 <br /> Stage 1 - 0 0 - <br /> Stage 2 - 0 0 - <br />Platoon blocked, %- <br />Mov Cap-1 Maneuver - - - 725 <br />Mov Cap-2 Maneuver - - - - <br /> Stage 1 - - - - <br /> Stage 2 - - - - <br />Approach WB SB <br />HCM Control Delay, s 0 17.3 <br />HCM LOS C <br />Minor Lane/Major Mvmt WBT SBLn1 <br />Capacity (veh/h)-725 <br />HCM Lane V/C Ratio - 0.607 <br />HCM Control Delay (s)-17.3 <br />HCM Lane LOS - C <br />HCM 95th %tile Q(veh)-4.1 <br />832