Orange County NC Website
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:Ben Johnston Road/Site Driveway Growth Factor:0.061208 Buildout Year:2022 <br />AM PEAK HOUR <br />AM PHF = 0.84 <br />Description Left Through Right Left Through Right Left Through Right Left Through Right <br />2019 Traffic Count 0 0 0 93 0 5 0 308 196 1 349 0 <br />Count Balancing 0 0 0 0 0 0 0 0 0 0 0 0 <br />2019 Existing Traffic 0 0 0 93 0 5 0 308 196 1 349 0 <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 6 0 0 0 19 12 0 21 0 <br />2022 Background Traffic 0 0 0 99 0 5 0 327 208 1 370 0 <br />Project Traffic <br />Percent Assignment Inbound 0% 0% 0% 0% 1% 0% 52% 0% 0% 0% 0% 2% <br />Inbound Project Traffic 0 0 0 0 7 0 370 0 0 0 0 14 <br />Percent Assignment Outbound 2% 1% 48% 0% 0% 0% 0% 0% 0% 0% 0% 0% <br />Outbound Project Traffic 13 6 303 0 0 0 0 0 0 0 0 0 <br />Total External Site Traffic 13 6 303 0 7 0 370 0 0 0 0 14 <br />Total Project Traffic 13 6 303 0 7 0 370 0 0 0 0 14 <br />2022 Buildout Total 13 6 303 99 7 5 370 327 208 1 370 14 <br />Percent Impact (Approach) <br />41.4% <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 0 151 0 0 0 331 56 3 299 0 <br />Count Balancing 0 0 0 0 0 0 0 0 0 0 0 0 <br />2019 Existing Traffic 0 0 0 151 0 0 0 331 56 3 299 0 <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 9 0 0 0 20 3 0 18 0 <br />2022 Background Traffic 0 0 0 160 0 0 0 351 59 3 317 0 <br />Project Traffic <br />Percent Assignment Inbound 0% 0% 0% 0% 1% 0% 52% 0% 0% 0% 0% 2% <br />Inbound Project Traffic 0 0 0 0 9 0 503 0 0 0 0 19 <br />Percent Assignment Outbound 2% 1% 48% 0% 0% 0% 0% 0% 0% 0% 0% 0% <br />Outbound Project Traffic 18 9 429 0 0 0 0 0 0 0 0 0 <br />Total External Site Traffic 18 9 429 0 9 0 503 0 0 0 0 19 <br />Total Project Traffic 18 9 429 0 9 0 503 0 0 0 0 19 <br />2022 Buildout Total 18 9 429 160 9 0 503 351 59 3 317 19 <br />Percent Impact (Approach) <br />52.6% <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. #7 9/4/20 <br />Overall Percent Impact <br />100.0%5.3%55.1%5.6% <br />Site Driveway Ben Johnston Road US-70/I-40 Connector Road US-70/I-40 Connector Road <br />Eastbound Westbound Northbound Southbound <br />Overall Percent Impact <br />100.0%6.3%40.9%3.6% <br />Eastbound Westbound Northbound Southbound <br />Site Driveway Ben Johnston Road US-70/I-40 Connector Road US-70/I-40 Connector Road <br />722