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INTERSECTION ANALYSIS SHEET <br />Sat In Sat Out <br />Project:Buc-ee's Net New Trips:1,376 1,321 <br />Location:Efland, NC Pass-By Trips:0 0 <br />Scenario:Addendum #2 - Saturday Peak Hour <br />Peak Hour:11:00 AM - 12:00 PM <br />Ct. Date 10/26/2019 <br />N/S Street:US-70/I-40 Connector Road Annual Growth Rate:2.0%Existing Year:2019 <br />E/W Street:I-40 WB Exit Ramp Growth Factor:0.061208 Buildout Year:2022 <br />SAT PEAK HOUR <br />AM PHF = 0.96 <br />Description Left Through Right Left Through Right Left Through Right U-Turn Through Right <br />2019 Traffic Count 0 0 0 7 4 18 2 190 0 0 33 197 <br />Count Balancing 0 0 0 0 0 0 0 0 0 0 0 0 <br />2019 Existing Traffic 0 0 0 7 4 18 2 190 0 0 33 197 <br />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 <br />2022 Background Growth 0 0 0 0 0 1 0 12 0 0 2 12 <br />I-40 WB Off-Ramp Closure Diversion 0 0 0 0 220 0 0 0 0 0 0 0 <br />2022 Background Traffic 0 0 0 7 224 19 2 202 0 0 35 209 <br />Project Traffic <br />Percent Assignment Inbound 0% 0% 0% 0% 25% 22% 20% 30% 0% 0% 0% 0% <br />Inbound Project Traffic 0 0 0 0 344 303 275 413 0 0 0 0 <br />Percent Assignment Outbound 0% 0% 0% 0% 0% 0% 0% 0% 0% 1% 48% 0% <br />Outbound Project Traffic 0 0 0 0 0 0 0 0 0 13 634 0 <br />Total Project Traffic 0 0 0 0 344 303 275 413 0 13 634 0 <br />Ben Johnston RI/RO Diversion 0 0 0 0 0 0 0 0 0 1 0 0 <br />2022 Buildout Total 0 0 0 7 568 322 277 615 0 14 669 209 <br />Percent Impact (Approach) <br />73.9% <br />k:\dur_ldev\013284003 west orange site\t10 - addendum 2 - site drwy shift\phase 1\[phase1-sitedrwyshift-west orange site - saturday - tia data.xls]int. #6 9/14/20 <br />I-40 WB Exit Ramp US-70/I-40 Connector Road US-70/I-40 Connector Road <br />Eastbound Westbound Northbound Southbound <br />-72.1%77.1%72.5% <br />Overall Percent Impact <br />971