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TABLE OF CONTENTS <br />1. Introduction 1 <br />2. Existing Conditions 3 <br />3. Forecasted Traffic 5 <br />4. Existing and 2025 Analyses 9 <br />5. 2040 Analyses 18 <br />6. Conclusions and Recommendations 27 <br />Appendix 31 <br />LIST OF TABLES & CHARTS <br />Table 1 — Study Corridor Characteristics 3 <br />Table 2 — 2030 Future Land Use Designation - New Trip Generation 5 <br />Table 3 — Preferred Land Use Designation — New Trip Generation 6 <br />Chart 1 — Study Corridor Volume to Capacity 10 <br />Chart 2 — A.M. Peak Hour Delays: Signal Controlled Intersections 12 <br />Chart 3 — P.M. Peak Hour Delays: Signal Controlled Intersections 12 <br />Chart 4 — A.M. Peak Hour Delays: All -Way Stop Sign/Roundabout Controlled <br />Intersections 13 <br />Chart 5 — P.M. Peak Hour Delays: All -Way Stop Sign/Roundabout Controlled <br />Intersections 13 <br />Chart 6 — A.M. Peak Hour Queues: Side Street Stop Sign Controlled <br />Intersections 14 <br />Chart 7 — P.M. Peak Hour Queues: Side Street Stop Sign Controlled <br />Intersections 15 <br />Chart 8 — 2040 Study Corridor Volume to Capacity 18 <br />Chart 9 — A.M. Peak Hour Delays: Signal Controlled Intersections 19 <br />Chart 10 — P.M. Peak Hour Delays: Signal Controlled Intersections 20 <br />Chart 11 — A.M. Peak Hour Delays: All -Way Stop Sign/Roundabout <br />Controlled Intersections 21 <br />Chart 12 — P.M. Peak Hour Delays: All -Way Stop Sign/Roundabout <br />Controlled Intersections 21 <br />Chart 13 — A.M. Peak Hour Queues: Side Street Stop Sign Controlled <br />Intersections 22 <br />Chart 14 — P.M. Peak Hour Queues: Side Street Stop Sign Controlled <br />Intersections 23 <br />Traffic Impact Study iv <br />North Dayton Development <br />CONSULTING <br />