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West Orange Site Build AM <br />35: Mt. Willing Road & Site Driveway 07/24/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T8 - Phase 2 TIA\T4 - Analysis\Synchro\Build AM.syn Synchro 10 Report <br />Kimley-Horn Page 29 <br />Intersection <br />Int Delay, s/veh 0.6 <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Vol, veh/h 21 4 271 70 8 795 <br />Future Vol, veh/h 21 4 271 70 8 795 <br />Conflicting Peds, #/hr 0 0 0 0 0 0 <br />Sign Control Stop Stop Free Free Free Free <br />RT Channelized - None - None - None <br />Storage Length 0 0 - - - - <br />Veh in Median Storage, # 0 - 0 - - 0 <br />Grade, %0 - 0 - - 0 <br />Peak Hour Factor 90 90 90 90 90 90 <br />Heavy Vehicles, %2 2 2 2 2 2 <br />Mvmt Flow 23 4 301 78 9 883 <br />Major/Minor Minor1 Major1 Major2 <br />Conflicting Flow All 1241 340 0 0 379 0 <br /> Stage 1 340 - - - - - <br /> Stage 2 901 - - - - - <br />Critical Hdwy 6.42 6.22 - - 4.12 - <br />Critical Hdwy Stg 1 5.42 - - - - - <br />Critical Hdwy Stg 2 5.42 - - - - - <br />Follow-up Hdwy 3.518 3.318 - - 2.218 - <br />Pot Cap-1 Maneuver 193 702 - - 1179 - <br /> Stage 1 721 - - - - - <br /> Stage 2 396 - - - - - <br />Platoon blocked, %- -- <br />Mov Cap-1 Maneuver 190 702 - - 1179 - <br />Mov Cap-2 Maneuver 190 - - - - - <br /> Stage 1 721 - - - - - <br /> Stage 2 390 - - - - - <br />Approach WB NB SB <br />HCM Control Delay, s 24 0 0.1 <br />HCM LOS C <br />Minor Lane/Major Mvmt NBT NBR WBLn1 WBLn2 SBL SBT <br />Capacity (veh/h)- -190 702 1179 - <br />HCM Lane V/C Ratio -- 0.123 0.006 0.008 - <br />HCM Control Delay (s)- -26.6 10.2 8.1 0 <br />HCM Lane LOS - - D B A A <br />HCM 95th %tile Q(veh)- -0.4 0 0 - <br />604