Planning Board - 110420 Attachment 1

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West Orange Site Existing AM 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 AM.syn Synchro 10 Report Kimley-Horn Page 7 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 43 4 153 15 92 0 0 692 45 Future Vol, veh/h 0 0 0 43 4 153 15 92 0 0 692 45 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 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 48 4 170 17 102 0 0 769 50 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 905 905 102 769 0 - - - 0 Stage 1 136 136 - - - - - - - Stage 2 769 769 - - - - - - - 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 307 276 953 845 - 0 0 - - Stage 1 890 784 - - - 0 0 - - Stage 2 457 411 - - - 0 0 - - Platoon blocked, %-- - Mov Cap-1 Maneuver 301 0 953 845 - - - - - Mov Cap-2 Maneuver 301 0 - - - - - - - Stage 1 872 0 - - - - - - - Stage 2 457 0 - - - - - - - Approach WB NB SB HCM Control Delay, s 11.9 1.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR Capacity (veh/h)845 - 301 953 - - HCM Lane V/C Ratio 0.02 - 0.173 0.178 - - HCM Control Delay (s)9.3 - 19.5 9.6 - - HCM Lane LOS A - C A - - HCM 95th %tile Q(veh)0.1 - 0.6 0.6 - - 226