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West Orange Site Existing AM <br />7: US-70/I-40 Connector Road & Ben Johnston Road 04/15/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Existing AM.syn Synchro 10 Report <br />Kimley-Horn Page 19 <br />Intersection <br />Int Delay, s/veh 1.8 <br />Movement WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Vol, veh/h 93 5 308 196 4 349 <br />Future Vol, veh/h 93 5 308 196 4 349 <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 - - - 140 - <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 103 6 342 218 4 388 <br />Major/Minor Minor1 Major1 Major2 <br />Conflicting Flow All 653 280 0 0 560 0 <br /> Stage 1 451 - - - - - <br /> Stage 2 202 - - - - - <br />Critical Hdwy 6.84 6.94 - - 4.14 - <br />Critical Hdwy Stg 1 5.84 - - - - - <br />Critical Hdwy Stg 2 5.84 - - - - - <br />Follow-up Hdwy 3.52 3.32 - - 2.22 - <br />Pot Cap-1 Maneuver 400 717 - - 1007 - <br /> Stage 1 609 - - - - - <br /> Stage 2 812 - - - - - <br />Platoon blocked, %- - - <br />Mov Cap-1 Maneuver 398 717 -- 1007 - <br />Mov Cap-2 Maneuver 398 - - - - - <br /> Stage 1 609 - - - - - <br /> Stage 2 809 - - - - - <br />Approach WB NB SB <br />HCM Control Delay, s 17 0 0.1 <br />HCM LOS C <br />Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT <br />Capacity (veh/h)- - 407 1007 - <br />HCM Lane V/C Ratio -- 0.268 0.004 - <br />HCM Control Delay (s) - - 17 8.6 - <br />HCM Lane LOS - - C A - <br />HCM 95th %tile Q(veh) -- 1.1 0 - <br />234