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` TABLE OF CONTENTS (Continued) <br /> FIGURES <br /> 1 Vicinity Map <br /> 2 Trip Distribution—Haul Route 1 <br /> 3 Haul Route 3 Entering <br /> 4 Haul Route 3 Exiting <br /> 5 Existing Lane Configurations <br /> 6 Existing Traffic Volumes <br /> 7 Haul Route 1Project Traffic Volumes <br /> 8 Haul Route 31'roject Traffic Volumes <br /> L 9 Approved-Project Traffic Volumes <br /> 10 Near-Term Without Project Traffic Volumes <br /> 11 Haul Route 1 -Near-Term With Project Traffic Volumes <br /> 12 Haul Route 3 -Near-Term With Project Traffic Volumes <br /> 13 Cumulative 2025 Without Project Traffic Volumes <br /> 14 Haul Route 1 -Cumulative 2025 With Project Traffic Volumes <br /> 15 Haul Route 3 -Cumulative 2025 With Project Traffic Volumes <br /> 16 PCE Existing Traffic Volumes <br /> 17 PCE Haul Route 11'roject Traffic Volumes <br /> ` 18 PCE Haul Route 31'roject Traffic Volumes <br /> 19 PCE Approved Project Traffic Volumes <br /> 20 PCE Near-Term Without Project Traffic Volumes <br /> 21 Haul Route 1 -PCE Near-Term With Project Traffic Volumes <br /> 22 Haul Route 3 -PCE Near-Term With Project Traffic Volumes <br /> 23 PCE Cumulative 2025 Without Project Traffic Volumes <br /> 24 Haul Route 1 -PCE Cumulative 2025 With Project Traffic Volumes <br /> 25 Haul Route 3 -PCE Cumulative 2025 With Project Traffic Volumes <br /> APPENDICES <br /> A Traffic Counts and Travel Model <br /> _. B Intersection Analyses <br /> C Road Segment Analyses <br /> 6. D Weaving,Merge,and Diverge Analyses <br /> E Traffic Index Analyses <br /> LF Peak Hour Traffic Signal Warrants <br /> L <br /> iL <br /> L <br /> L <br /> t <br />