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Planning Board - 110420 Attachment 1
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Planning Board - 110420 Attachment 1
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Last modified
10/29/2020 10:49:09 AM
Creation date
10/29/2020 10:32:12 AM
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BOCC
Date
11/4/2020
Meeting Type
Regular Meeting
Document Type
Agenda
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110420 Virtual Planning Board Minutes
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\Advisory Boards and Commissions - Active\Orange County Planning Board\Minutes\2020
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West Orange Site Existing Saturday <br />5: US-70/I-40 Connector Road & I-40 EB Service Road 04/15/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Existing Saturday.syn Synchro 10 Report <br />Kimley-Horn Page 13 <br />Intersection <br />Int Delay, s/veh 7.4 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 162 4 4 0 0 0 0 28 4 16 25 0 <br />Future Vol, veh/h 162 4 4 0 0 0 0 28 4 16 25 0 <br />Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 <br />Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free <br />RT Channelized - - Stop - - None -- Yield -- None <br />Storage Length - - 125 - - - - - 40 250 - - <br />Veh in Median Storage, # - 0 - - 16979 - - 0 - - 0 - <br />Grade, %- 0 - - 0 - - 0 - - 0 - <br />Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 <br />Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 <br />Mvmt Flow 171 4 4 0 0 0 0 29 4 17 26 0 <br />Major/Minor Minor2 Major1 Major2 <br />Conflicting Flow All 89 89 26 - 0 0 29 0 0 <br /> Stage 1 60 60 -- - - - - - <br /> Stage 2 29 29 -- - - - - - <br />Critical Hdwy 6.42 6.52 6.22 - - - 4.12 - - <br />Critical Hdwy Stg 1 5.42 5.52 -- - - - - - <br />Critical Hdwy Stg 2 5.42 5.52 -- - - - - - <br />Follow-up Hdwy 3.518 4.018 3.318 - - - 2.218 - - <br />Pot Cap-1 Maneuver 912 801 1050 0 - - 1584 - 0 <br /> Stage 1 963 845 -0 - - - - 0 <br /> Stage 2 994 871 -0 - - - - 0 <br />Platoon blocked, %- - - <br />Mov Cap-1 Maneuver 902 0 1050 - - - 1584 - - <br />Mov Cap-2 Maneuver 902 0 -- - - - - - <br /> Stage 1 963 0 -- - - - - - <br /> Stage 2 983 0 -- - - - - - <br />Approach EB NB SB <br />HCM Control Delay, s 9.9 0 2.8 <br />HCM LOS A <br />Minor Lane/Major Mvmt NBT NBREBLn1EBLn2 SBL SBT <br />Capacity (veh/h)- - 902 1050 1584 - <br />HCM Lane V/C Ratio -- 0.194 0.004 0.011 - <br />HCM Control Delay (s) -- 9.9 8.4 7.3 - <br />HCM Lane LOS - - A A A - <br />HCM 95th %tile Q(veh) -- 0.7 0 0 - <br />258
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