Planning Board - 110420 Attachment 1

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West Orange Site Background 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\Background PM.syn Synchro 10 Report Kimley-Horn Page 16 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 31 4 69 4 347 0 0 163 317 Future Vol, veh/h 0 0 0 31 4 69 4 347 0 0 163 317 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 34 4 77 4 386 0 0 181 352 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 575 575 386 181 0 - - - 0 Stage 1 394 394 - - - - - - - Stage 2 181 181 - - - - - - - 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 480 429 662 1394 - 0 0 - - Stage 1 681 605 - - - 0 0 - - Stage 2 850 750 - - - 0 0 - - Platoon blocked, %-- - Mov Cap-1 Maneuver 479 0 662 1394 - - - - - Mov Cap-2 Maneuver 479 0 - - - - - - - Stage 1 679 0 - - - - - - - Stage 2 850 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 11.8 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR Capacity (veh/h)1394 - 479 662 - - HCM Lane V/C Ratio 0.003 - 0.081 0.116 - - HCM Control Delay (s)7.6 - 13.2 11.1 - - HCM Lane LOS A - B B - - HCM 95th %tile Q(veh) 0 - 0.3 0.4 - - 289