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INTERSECTION ANALYSIS SHEET <br />AM In AM Out PM In PM Out <br />Project:West Orange Site - Addendum #1 Net New Trips:711 630 968 893 <br />Location:Efland, NC Pass-By Trips:0 0 0 0 <br />Scenario:Phase 1 REASSIGNED - Weekday Peak Hours <br />Peak Hour:7:15 - 8:15 AM; 5:00 - 6:00 PM <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 />Description Left Through Right Left Through Right Left Through Right Left Through Right <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 />PM PEAK HOUR <br />Description Left Through Right Left Through Right Left Through Right Left Through Right <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 />k:\dur_ldev\013284003 west orange site\t10 - addendum 1 rev - trip gen & dist adjustment\phase 2\phase 1 reassigned volume spreadsheets\[phase1reassigned-adjustedtripgen&dist-west orange site - weekday - tia data.xls]int. #19/11/20 <br />US-70 US-70 Efland-Cedar Grove Road Efland-Cedar Grove Road <br />Eastbound Westbound Northbound Southbound <br />US-70 US-70 Efland-Cedar Grove Road Efland-Cedar Grove Road <br />Eastbound Westbound Northbound Southbound <br />740