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INTERSECTION ANALYSIS SHEET <br />AM In AM Out PM In PM Out <br />Project:West Orange Site Net New Trips:711 630 968 893 <br />Location:Efland, NC Pass-By Trips:0 0 0 0 <br />Scenario:Weekday Peak Hours <br />Peak Hour:7:30 - 8:30 AM; 5:00 - 6:00 PM <br />Ct. Date 5/22/2019 <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 />AM PEAK HOUR <br />AM PHF = 0.85 <br />Description Left Through Right Left Through Right Left Through Right Left Through Right <br />2019 Traffic Count 0 0 0 7 1 26 3 489 0 0 145 299 <br />Count Balancing 0 0 0 0 0 0 0 0 0 0 0 0 <br />2019 Existing Traffic 0 0 0 7 1 26 3 489 0 0 145 299 <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 2 0 30 0 0 9 18 <br />2022 Background Traffic 0 0 0 7 1 28 3 519 0 0 154 317 <br />I-40 WB Off-Ramp Closure Diversion 0 0 0 0 191 0 0 0 0 0 0 0 <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 0 178 156 142 213 0 0 0 0 <br />Percent Assignment Outbound 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 48% 0% <br />Outbound Project Traffic 0 0 0 0 0 0 0 0 0 0 303 0 <br />Total External Site Traffic 0 0 0 0 178 156 142 213 0 0 303 0 <br />Total Project Traffic 0 0 0 0 178 156 142 213 0 0 303 0 <br />2022 Buildout Total 0 0 0 7 370 184 145 732 0 0 457 317 <br />Percent Impact (Approach) <br />44.8% <br />PM PEAK HOUR <br />PM PHF = 0.85 <br />Description Left Through Right Left Through Right Left Through Right Left Through Right <br />2019 Traffic Count 0 0 0 29 1 65 0 327 0 0 154 299 <br />Count Balancing 0 0 0 0 0 0 0 0 0 0 0 0 <br />2019 Existing Traffic 0 0 0 29 1 65 0 327 0 0 154 299 <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 2 0 4 0 20 0 0 9 18 <br />2022 Background Traffic 0 0 0 31 1 69 0 347 0 0 163 317 <br />I-40 WB Off-Ramp Closure Diversion 0 0 0 0 683 0 0 0 0 0 0 0 <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 0 242 213 194 290 0 0 0 0 <br />Percent Assignment Outbound 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 48% 0% <br />Outbound Project Traffic 0 0 0 0 0 0 0 0 0 0 429 0 <br />Total External Site Traffic 0 0 0 0 242 213 194 290 0 0 429 0 <br />Total Project Traffic 0 0 0 0 242 213 194 290 0 0 429 0 <br />2022 Buildout Total 0 0 0 31 926 282 194 637 0 0 592 317 <br />Percent Impact (Approach) <br />45.9% <br />k:\dur_ldev\013284003 west orange site\t9 - addendum 1 - trip gen adjustment\phase 1\analysis\[phase1-adjustedtripgen-west orange site - weekday - tia data.xls]int. #6 9/4/20 <br />Overall Percent Impact <br />-36.7%58.2%47.2% <br />I-40 WB Exit Ramp US-70/I-40 Connector Road US-70/I-40 Connector Road <br />Eastbound Westbound Northbound Southbound <br />Overall Percent Impact <br />-59.5%40.5%39.1% <br />Eastbound Westbound Northbound Southbound <br />I-40 WB Exit Ramp US-70/I-40 Connector Road US-70/I-40 Connector Road <br />721