Planning Board - 110420 Attachment 1

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INTERSECTION ANALYSIS SHEET Sat In Sat Out Project:West Orange Site - Addendum #1 Net New Trips:90 73 Location:Efland, NC Pass-By Trips:75 68 Scenario:Phase 2 - Saturday Peak Hour Peak Hour:11:15 AM - 12:15 PM Ct. Date 10/26/2019 N/S Street:Mt. Willing Road Annual Growth Rate:2.0%Existing Year:2020 E/W Street:I-40 WB Service Road Growth Factor:0.061208 Buildout Year:2023 AM PEAK HOUR AM PHF = 0.92 Description Left Through Right Left Through Right Left Through Right Left Through Right 2020 Traffic Count 0 0 0 33 0 190 9 64 0 0 278 55 Count Balancing 0 0 0 0 0 0 0 0 0 0 0 0 2020 Existing Traffic 0 0 0 33 0 190 9 64 0 0 278 55 Growth Factor (0.02 per year)0.061 0.061 0.061 0.061 0.061 0.061 0.061 0.061 0.061 0.061 0.061 0.061 2023 Background Growth 0 0 0 2 0 12 1 4 0 0 17 3 2023 Background Traffic 0 0 0 35 0 202 10 68 0 0 295 58 Project Traffic Buc-ee's Traffic w/ Reassignment 0 0 0 0 225 13 0 509 0 0 0 0 Phase 2 Traffic Percent Assignment Inbound 0% 0% 0% 0% 0% 0% 0% 45% 0% 0% 0% 0% Inbound Project Traffic 0 0 0 0 0 0 0 41 0 0 0 0 Percent Assignment Outbound 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 3% 42% Outbound Project Traffic 0 0 0 0 0 0 0 0 0 0 2 31 Total External Site Traffic 0 0 0 0 0 0 0 41 0 0 2 31 Pass-By Capture Reduction 0 0 0 0 0 0 0 0 0 0 0 0 Pass-By Capture Assignment 0 0 0 0 0 0 0 26 0 0 27 1 Total Pass-By Traffic 0 0 0 0 0 0 0 26 0 0 27 1 Total Phase 2 Traffic 0 0 0 0 0 0 0 67 0 0 29 32 Total Project Traffic 0 0 0 0 225 13 0 576 0 0 29 32 2023 Buildout Total 0 0 0 35 225 215 10 644 0 0 324 90 Percent Impact (Approach) 56.7% k:\dur_ldev\013284003 west orange site\t10 - addendum 1 rev - trip gen & dist adjustment\phase 2\[phase2-adjustedtripgen&dist-west orange site - saturday - tia data.xls]int. #3 9/11/20 Overall Percent Impact -50.1%88.1%14.7% Eastbound Westbound Northbound Southbound I-40 WB Service Road Mt. Willing Road Mt. Willing Road 772