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Appendix <br />A. Figures <br />B. The Language of Traffic Engineering <br />C. Traffic Counts (Available Upon Request) <br />D. Trip Generation Tables <br />E. Trip Distribution <br />F. 2040 Roadway Upgrades <br />G. Level of Service (LOS) <br />H. Capacity Analysis Backup (Available Upon Request) <br />• AM Existing <br />• PM Existing <br />• 2025 AM No -Build <br />• 2025 PM No -Build <br />• 2025 Developer Preferred Land -Use AM Build <br />• 2025 Developer Preferred Land -Use PM Build <br />• Roundabout Mitigated 2025 Developer Preferred Land -Use AM Build <br />• Roundabout Mitigated 2025 Developer Preferred Land -Use PM Build <br />• Signalized Mitigated 2025 Developer Preferred Land -Use AM Build <br />• Signalized Mitigated 2025 Developer Preferred Land -Use PM Build <br />• 2040 AM No -Build with 2025 Mitigation <br />• 2040 PM No -Build with 2025 Mitigation <br />• 2040 Preferred Land -Use AM Build with 2025 Mitigation <br />• 2040 Preferred Land -Use PM Build with 2025 Mitigation <br />• Mitigated 2040 Preferred Land -Use AM Build <br />• Mitigated 2040 Preferred Land -Use PM Build <br />• Signalized 2040 Preferred Land -Use AM Build <br />• Signalized 2040 Preferred Land -Use PM Build <br />Traffic Impact Study 31 <br />North Dayton Development <br />CONSULTING <br />