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Adelaide Landing Residential Development <br />Traffic Impact Analysis <br />TABLES <br />1/31/2017 <br />Table 1: <br />Comparison of Turning Movement Counts along TH 61 at 130t" Street North ........................... <br />14 <br />Table 2: <br />Level of Service vs. Control Delay — Signalized and Unsignalized Intersections ..........................16 <br />Table 3: <br />Existing Level of Service & Critical Queue Lengths...................................................................... <br />18 <br />Table 4: <br />2022 No -Build Level of Service & Critical Queue Lengths........................................................... <br />21 <br />Table 5: <br />2040 No -Build Level of Service & Critical Queue Lengths............................................................ <br />23 <br />Table 6: <br />2040 No -Build Level of Service & Critical Queue Lengths — 4 Lanes on TH 61............................. <br />25 <br />Table 7: <br />Adelaide Landing Development Phasing...................................................................................... <br />28 <br />Table 8: <br />Adelaide Landing Trip Generation Potential............................................................................... <br />28 <br />Table 9: <br />2022 Build Level of Service & Critical Queue Lengths.................................................................. <br />33 <br />Table 10: <br />2040 Build Level of Service & Critical Queue Lengths................................................................ <br />36 <br />Table 11: <br />2040 Build Level of Service & Critical Queue Lengths — 4 Lanes on TH 61................................ <br />41 <br />TECHNICAL APPENDICES <br />Technical Appendix I: Crash Analysis <br />Technical Appendix II: MnDOT LRRB Turn Lane Design Checklist <br />Technical Appendix III: Synch ro/SimTraffic Performance and Queuing Output <br />iv Westwood <br />