Planning Board - 110420 Attachment 1

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West Orange Site Existing PM 6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp 04/15/2020 K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Existing PM.syn Synchro 10 Report Kimley-Horn Page 16 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 29 4 65 4 327 0 0 154 299 Future Vol, veh/h 0 0 0 29 4 65 4 327 0 0 154 299 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - Stop - - None -- Yield Storage Length - - - - - 75 250 - - - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 32 4 72 4 363 0 0 171 332 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 542 542 363 171 0 - - - 0 Stage 1 371 371 - - - - - - - Stage 2 171 171 - - - - - - - Critical Hdwy 6.42 6.52 6.22 4.12 - - - - - Critical Hdwy Stg 1 5.42 5.52 - - - - - - - Critical Hdwy Stg 2 5.42 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 2.218 - - - - - Pot Cap-1 Maneuver 501 447 682 1406 - 0 0 - - Stage 1 698 620 - - - 0 0 - - Stage 2 859 757 - - - 0 0 - - Platoon blocked, %-- - Mov Cap-1 Maneuver 499 0 682 1406 - - - - - Mov Cap-2 Maneuver 499 0 - - - - - - - Stage 1 696 0 - - - - - - - Stage 2 859 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 11.5 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR Capacity (veh/h)1406 - 499 682 - - HCM Lane V/C Ratio 0.003 - 0.073 0.106 - - HCM Control Delay (s)7.6 - 12.8 10.9 - - HCM Lane LOS A - B B - - HCM 95th %tile Q(veh) 0 - 0.2 0.4 - - 246