Planning Board - 110420 Attachment 1

Browse Search

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 Ct. Date Balanced with I-40 WB Service Road (Int. #7) N/S Street:West RI/RO Site Driveway 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 = 0.90 Description Left Through Right Left Through Right Left Through Right Left Through Right 2020 Traffic Count 0 0 0 0 0 0 0 0 0 0 0 0 Count Balancing 0 0 0 0 236 0 0 0 0 0 0 0 2020 Existing Traffic 0 0 0 0 236 0 0 0 0 0 0 0 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 14 0 0 0 0 0 0 0 2023 Background Traffic 0 0 0 0 250 0 0 0 0 0 0 0 Project Traffic Buc-ee's Traffic w/ Reassignment 0 0 0 0 0 69 0 0 0 0 0 238 Phase 2 Traffic Percent Assignment Inbound 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Inbound Project Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Percent Assignment Outbound 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Outbound Project Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total External Site Traffic 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 Total Pass-By Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total Phase 2 Traffic 0 0 0 0 0 0 0 0 0 0 0 0 Total Project Traffic 0 0 0 0 0 69 0 0 0 0 0 238 2023 Buildout Total 0 0 0 0 250 69 0 0 0 0 0 238 Percent Impact (Approach) 55.1% 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. #9 9/11/20 I-40 WB Service Road West RI/RO Site Driveway Eastbound Westbound Northbound Southbound -21.6%-100.0% Overall Percent Impact 778