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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:7:15 - 8:15 AM; 5:00 - 6:00 PM <br />Ct. Date 5/23/2019 <br />N/S Street:Efland-Cedar Grove Road Annual Growth Rate:2.0%Existing Year:2019 <br />E/W Street:US-70 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 10 261 151 5 98 41 57 114 7 141 428 17 <br />Count Balancing 0 0 0 0 0 0 0 0 0 0 0 0 <br />2019 Existing Traffic 10 261 151 5 98 41 57 114 7 141 428 17 <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 1 16 9 0 6 3 3 7 0 9 26 1 <br />2022 Background Traffic 11 277 160 5 104 44 60 121 7 150 454 18 <br />Project Traffic <br />Percent Assignment Inbound 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 2% 0% <br />Inbound Project Traffic 0 0 0 0 0 0 0 0 0 0 14 0 <br />Percent Assignment Outbound 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 0% 0% <br />Outbound Project Traffic 0 0 0 0 0 0 0 13 0 0 0 0 <br />Total External Site Traffic 0 0 0 0 0 0 0 13 0 0 14 0 <br />Total Project Traffic 0 0 0 0 0 0 0 13 0 0 14 0 <br />2022 Buildout Total 11 277 160 5 104 44 60 134 7 150 468 18 <br />Percent Impact (Approach) <br />1.9% <br />PM PEAK HOUR <br />PM PHF = 0.95 <br />Description Left Through Right Left Through Right Left Through Right Left Through Right <br />2019 Traffic Count 11 129 38 5 234 93 117 351 12 43 161 15 <br />Count Balancing 0 0 0 0 0 0 0 0 0 0 0 0 <br />2019 Existing Traffic 11 129 38 5 234 93 117 351 12 43 161 15 <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 1 8 2 0 14 6 7 21 1 3 10 1 <br />2022 Background Traffic 12 137 40 5 248 99 124 372 13 46 171 16 <br />Project Traffic <br />Percent Assignment Inbound 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 2% 0% <br />Inbound Project Traffic 0 0 0 0 0 0 0 0 0 0 19 0 <br />Percent Assignment Outbound 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 0% 0% <br />Outbound Project Traffic 0 0 0 0 0 0 0 18 0 0 0 0 <br />Total External Site Traffic 0 0 0 0 0 0 0 18 0 0 19 0 <br />Total Project Traffic 0 0 0 0 0 0 0 18 0 0 19 0 <br />2022 Buildout Total 12 137 40 5 248 99 124 390 13 46 190 16 <br />Percent Impact (Approach) <br />2.8% <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. #1 9/4/20 <br />Overall Percent Impact <br />0.0%0.0%3.4%7.5% <br />US-70 US-70 Efland-Cedar Grove Road Efland-Cedar Grove Road <br />Eastbound Westbound Northbound Southbound <br />Overall Percent Impact <br />0.0%0.0%6.5%2.2% <br />Eastbound Westbound Northbound Southbound <br />US-70 US-70 Efland-Cedar Grove Road Efland-Cedar Grove Road <br />716