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West Orange Site Phase 1 - Build Saturday - Trip Gen. Adjust. <br />4: Mt. Willing Road & I-40 EB Exit Ramp/I-40 EB Service Road 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 6.5 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 41 4 13 0 0 0 0 38 53 281 79 0 <br />Future Vol, veh/h 41 4 13 0 0 0 0 38 53 281 79 0 <br />Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 <br />Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free <br />RT Channelized - -Yield -- None - - None - - None <br />Storage Length - - 135 - - - - - 80 225 - - <br />Veh in Median Storage, #- 0 - - 16979 - - 0 - - 0 - <br />Grade, %- 0 - - 0 - - 0 - - 0 - <br />Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 <br />Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 <br />Mvmt Flow 46 4 14 0 0 0 0 42 59 312 88 0 <br />Major/Minor Minor2 Major1 Major2 <br />Conflicting Flow All 784 813 88 - 0 0 101 0 0 <br /> Stage 1 712 712 -- - - - - - <br /> Stage 2 72 101 -- - - - - - <br />Critical Hdwy 6.42 6.52 6.22 - - - 4.12 - - <br />Critical Hdwy Stg 1 5.42 5.52 -- - - - - - <br />Critical Hdwy Stg 2 5.42 5.52 -- - - - - - <br />Follow-up Hdwy 3.518 4.018 3.318 - - - 2.218 - - <br />Pot Cap-1 Maneuver 362 313 970 0 - - 1491 - 0 <br /> Stage 1 486 436 -0 - - - - 0 <br /> Stage 2 951 811 -0 - - - - 0 <br />Platoon blocked, %- -- <br />Mov Cap-1 Maneuver 286 0 970 - - - 1491 - - <br />Mov Cap-2 Maneuver 286 0 -- - - - - - <br /> Stage 1 486 0 -- - - - - - <br /> Stage 2 752 0 -- - - - - - <br />Approach EB NB SB <br />HCM Control Delay, s 17.6 0 6.3 <br />HCM LOS C <br />Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2 SBL SBT <br />Capacity (veh/h)- -286 970 1491 - <br />HCM Lane V/C Ratio -- 0.175 0.015 0.209 - <br />HCM Control Delay (s)- -20.2 8.8 8.1 - <br />HCM Lane LOS - - C A A - <br />HCM 95th %tile Q(veh)- -0.6 0 0.8 - <br />824