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West Orange Site - Addendum #2 Phase 1 - Build AM - Site Drwy. Shift <br />7: US-70/I-40 Connector Road & Ben Johnston Road 09/14/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 2 - Site Drwy Shift\Phase 1\Synchro\Phase1-Build AM-SiteDrwyShift.syn <br />Kimley-Horn Page 6 <br />Intersection <br />Int Delay, s/veh 0.9 <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Vol, veh/h 0 111 697 215 0 779 <br />Future Vol, veh/h 0 111 697 215 0 779 <br />Conflicting Peds, #/hr 0 0 0 0 0 0 <br />Sign Control Stop Stop Free Free Free Free <br />RT Channelized - None - None - None <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 2 2 <br />Mvmt Flow 0 123 774 239 0 866 <br />Major/Minor Minor1 Major1 Major2 <br />Conflicting Flow All -507 0 0 - - <br /> Stage 1 - - - - - - <br /> Stage 2 - - - - - - <br />Critical Hdwy -6.94 - - - - <br />Critical Hdwy Stg 1 - - - - - - <br />Critical Hdwy Stg 2 - - - - - - <br />Follow-up Hdwy -3.32 - - - - <br />Pot Cap-1 Maneuver 0 511 - - 0 - <br /> Stage 1 0 - - - 0 - <br /> Stage 2 0 - - - 0 - <br />Platoon blocked, %- -- <br />Mov Cap-1 Maneuver - 511 - - - - <br />Mov Cap-2 Maneuver - - - - - - <br /> Stage 1 - - - - - - <br /> Stage 2 - - - - - - <br />Approach WB NB SB <br />HCM Control Delay, s 14.3 0 0 <br />HCM LOS B <br />Minor Lane/Major Mvmt NBT NBR WBLn1 SBT <br />Capacity (veh/h)- -511 - <br />HCM Lane V/C Ratio -- 0.241 - <br />HCM Control Delay (s)- -14.3 - <br />HCM Lane LOS - - B - <br />HCM 95th %tile Q(veh)- -0.9 - <br />980