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West Orange Site - Addendum #1 Phase 2 - Build AM - Trip Gen. & Dist. Adjust. <br />10: Mt. Willing Road & Site Driveway 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 22 <br />Intersection <br />Int Delay, s/veh 0.6 <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Vol, veh/h 21 8 266 333 22 782 <br />Future Vol, veh/h 21 8 266 333 22 782 <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 0 - 200 - - <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 23 9 296 370 24 869 <br />Major/Minor Minor1 Major1 Major2 <br />Conflicting Flow All 1213 296 0 0 666 0 <br /> Stage 1 296 - - - - - <br /> Stage 2 917 - - - - - <br />Critical Hdwy 6.42 6.22 - - 4.12 - <br />Critical Hdwy Stg 1 5.42 - - - - - <br />Critical Hdwy Stg 2 5.42 - - - - - <br />Follow-up Hdwy 3.518 3.318 - - 2.218 - <br />Pot Cap-1 Maneuver 201 743 - - 923 - <br /> Stage 1 755 - - - - - <br /> Stage 2 390 - - - - - <br />Platoon blocked, %- -- <br />Mov Cap-1 Maneuver 191 743 - - 923 - <br />Mov Cap-2 Maneuver 191 - - - - - <br /> Stage 1 755 - - - - - <br /> Stage 2 371 - - - - - <br />Approach WB NB SB <br />HCM Control Delay, s 21.9 0 0.2 <br />HCM LOS C <br />Minor Lane/Major Mvmt NBT NBR WBLn1 WBLn2 SBL SBT <br />Capacity (veh/h)- -191 743 923 - <br />HCM Lane V/C Ratio -- 0.122 0.012 0.026 - <br />HCM Control Delay (s)- -26.5 9.9 9 0 <br />HCM Lane LOS - - D A A A <br />HCM 95th %tile Q(veh)- -0.4 0 0.1 - <br />881