Planning Board - 110420 Attachment 1

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West Orange Site Existing PM 3: Mt. Willing Road & I-40 WB Entrance Ramp/I-40 WB Service Road 04/15/2020 K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Existing PM.syn Synchro 10 Report Kimley-Horn Page 7 Intersection Int Delay, s/veh 9.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 161 4 560 15 86 0 0 216 48 Future Vol, veh/h 0 0 0 161 4 560 15 86 0 0 216 48 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 - - - - - 130 225 - - - - 200 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, %- 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 175 4 609 16 93 0 0 235 52 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 360 360 93 235 0 - - - 0 Stage 1 125 125 - - - - - - - Stage 2 235 235 - - - - - - - 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 639 567 964 1332 - 0 0 - - Stage 1 901 792 - - - 0 0 - - Stage 2 804 710 - - - 0 0 - - Platoon blocked, %-- - Mov Cap-1 Maneuver 631 0 964 1332 - - - - - Mov Cap-2 Maneuver 631 0 - - - - - - - Stage 1 890 0 - - - - - - - Stage 2 804 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 14.5 1.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR Capacity (veh/h)1332 - 631 964 - - HCM Lane V/C Ratio 0.012 - 0.284 0.631 - - HCM Control Delay (s)7.7 - 13 14.9 - - HCM Lane LOS A - B B - - HCM 95th %tile Q(veh) 0 - 1.2 4.7 - - 240