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West Orange Site Phase 1 - Build PM - 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 PM-TripGenAdjust.synSynchro 10 Report <br />Kimley-Horn Page 9 <br />Intersection <br />Int Delay, s/veh 5.6 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 70 4 21 0 0 0 0 66 49 222 227 0 <br />Future Vol, veh/h 70 4 21 0 0 0 0 66 49 222 227 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 78 4 23 0 0 0 0 73 54 247 252 0 <br />Major/Minor Minor2 Major1 Major2 <br />Conflicting Flow All 846 873 252 - 0 0 127 0 0 <br /> Stage 1 746 746 -- - - - - - <br /> Stage 2 100 127 -- - - - - - <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 333 289 787 0 - - 1459 - 0 <br /> Stage 1 469 421 -0 - - - - 0 <br /> Stage 2 924 791 -0 - - - - 0 <br />Platoon blocked, %- -- <br />Mov Cap-1 Maneuver 277 0 787 - - - 1459 - - <br />Mov Cap-2 Maneuver 277 0 -- - - - - - <br /> Stage 1 469 0 -- - - - - - <br /> Stage 2 768 0 -- - - - - - <br />Approach EB NB SB <br />HCM Control Delay, s 20.4 0 3.9 <br />HCM LOS C <br />Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2 SBL SBT <br />Capacity (veh/h)- -277 787 1459 - <br />HCM Lane V/C Ratio -- 0.297 0.03 0.169 - <br />HCM Control Delay (s)- -23.4 9.7 8 - <br />HCM Lane LOS - - C A A - <br />HCM 95th %tile Q(veh)- -1.2 0.1 0.6 - <br />806