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: 11:00 AM - 12:00 PM Ct. Date 10/26/2019 N/S Street: US-70/I-40 Connector Road Annual Growth Rate:2.0%Existing Year:2020 E/W Street: I-40 WB Exit Ramp Growth Factor:0.061208 Buildout Year:2023 AM PEAK HOUR AM PHF = 0.96 Description Left Through Right Left Through Right Left Through Right Left Through Right 2020 Traffic Count 0 0 0 7 4 18 2 190 0 0 33 197 Count Balancing 0 0 0 0 0 0 0 0 0 0 0 0 2020 Existing Traffic 0 0 0 7 4 18 2 190 0 0 33 197 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 0 0 1 0 12 0 0 2 12 I-40 WB Off-Ramp Closure Diversion 0 0 0 0 220 0 0 0 0 0 0 0 2023 Background Traffic 0 0 0 7 224 19 2 202 0 0 35 209 Project Traffic Buc-ee's Traffic w/ Reassignment 0 0 0 0 344 303 83 69 0 0 634 0 Phase 2 Traffic Percent Assignment Inbound 0% 0% 0% 0% 0% 43% 0% 0% 0% 0% 0% 0% Inbound Project Traffic 0 0 0 0 0 39 0 0 0 0 0 0 Percent Assignment Outbound 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 43% 0% Outbound Project Traffic 0 0 0 0 0 0 0 0 0 0 31 0 Total External Site Traffic 0 0 0 0 0 39 0 0 0 0 31 0 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 30 0 4 0 0 3 31 Total Pass-By Traffic 0 0 0 0 0 30 0 4 0 0 3 31 Total Phase 2 Traffic 0 0 0 0 0 69 0 4 0 0 34 31 Total Project Traffic 0 0 0 0 344 372 83 73 0 0 668 31 2023 Buildout Total 0 0 0 7 568 391 85 275 0 0 703 240 Percent Impact (Approach) 69.2% 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. #6 9/11/20 Overall Percent Impact -74.1%43.3%74.1% Eastbound Westbound Northbound Southbound I-40 WB Exit Ramp US-70/I-40 Connector Road US-70/I-40 Connector Road 775