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Buc-ee’s Phase 2 – Efland, NC <br /> <br />i <br />TABLE OF CONTENTS <br />Page No. <br />1.0 INTRODUCTION ............................................................................................................ 1  <br />2.0 INVENTORY .................................................................................................................... 2  <br />2.1 STUDY AREA ............................................................................................................ 2  <br />2.2 EXISTING CONDITIONS ............................................................................................ 2  <br />3.0 TRAFFIC GENERATION .............................................................................................. 6  <br />4.0 SITE TRAFFIC DISTRIBUTION .................................................................................. 8  <br />5.0 PROJECTED TRAFFIC VOLUMES .......................................................................... 10  <br />5.1 EXISTING TRAFFIC ................................................................................................ 10  <br />5.2 HISTORIC GROWTH TRAFFIC ................................................................................. 10  <br />5.3 PENDING DEVELOPMENT TRAFFIC ........................................................................ 10  <br />5.4 BACKGROUND TRAFFIC ......................................................................................... 11  <br />5.5 SITE TRAFFIC ........................................................................................................ 11  <br />5.6 BUILD-OUT TRAFFIC ............................................................................................. 11  <br />6.0 CAPACITY ANALYSIS .............................................................................................. 166  <br />6.1 US-70 - EFLAND-CEDAR GROVE ROAD ................................................................. 18  <br />6.2 FORREST AVENUE - MT. WLLING ROAD ................................................................. 19 <br />6.3 MT. WILLING ROAD - I-40 WB RAMPS ................................................................... 20  <br />6.4 MT. WILLING ROAD - I-40 EB RAMPS .................................................................... 21 <br />6.5 US-70/I-40 CONNECTOR - I-40 EB RAMPS ............................................................ 22 <br />6.6 US-70/I-40 CONNECTOR - I-40 WB RAMPS ............................................................ 23 <br />6.7 US-70/I-40 CONNECTOR - BEN JOHNSTON ROAD/SITE DRIVEWAY ......................... 24 <br />6.8 I-40 WB SERVICE ROAD - EAST RI/RO SITE DRIVEWAY ......................................... 25 <br />6.9 I-40 WB SERVICE ROAD - WEST RI/RO SITE DRIVEWAY ........................................ 26 <br />6.10 MT WILLING ROAD - SITE DRIVEWAY ................................................................ 27 <br />7.0  WEAVING ANALYSIS ................................................................................................. 28  <br />8.0  RECOMMENDATIONS ................................................................................................ 30  <br />APPENDICES <br />A. TRIP GENERATION <br />B. TRAFFIC COUNT DATA <br />C. INTERSECTION SPREADSHEETS <br />D. SYNCHRO OUTPUT: EXISTING (2020) <br />E. SYNCHRO OUTPUT: BACKGROUND (2023) <br />F. SYNCHRO OUTPUT: BUILD-OUT (2023) <br />G. SIMTRAFFIC OUTPUT: EXISTING (2020) <br />H. SIMTRAFFIC OUTPUT: BACKGROUND (2023) <br />I. SIMTRAFFIC OUTPUT: BUILD-OUT (2023) <br />J. HCS WEAVING ANALYSIS OUTPUT: BUILD-OUT (2023) <br />K. SIGNAL PLANS <br />445