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6. Appendix <br />A. Figures 1-3 <br />B. Traffic Counts <br />C. Warrant Analyses <br />D. Capacity Analysis Backup <br />• AM Existing <br />• PM Existing <br />• AM Alternative A <br />• PM Alternative A <br />• AM Alternative B <br />• PM Alternative B <br />• AM Alternative C <br />• PM Alternative C <br />• AM Existing — 5t" St Improvements <br />• AM Alternative A — 5t" St Improvements <br />• AM Alternative B — 5t" St Improvements <br />• AM Alternative C — 5t" St Improvements <br />• PM Existing — 5t" St Improvements & Added Lanes at Twin Lakes <br />Pkwy/Line Ave <br />• PM Alternative A — 5t" St Improvements & Added Lanes at Twin Lakes <br />Pkwy/Line Ave <br />• PM Alternative B — 5t" St Improvements & Added Lanes at Twin Lakes <br />Pkwy/Line Ave <br />• PM Alternative C — 5t" St Improvements & Added Lanes at Twin Lakes <br />Pkwy/Line Ave <br />• PM Existing — Roundabout at Twin Lakes Pkwy/Line Ave <br />• PM Alternative A — Roundabout at Twin Lakes Pkwy/Line Ave <br />• PM Alternative B — Roundabout at Twin Lakes Pkwy/Line Ave <br />• PM Alternative C — Roundabout at Twin Lakes Pkwy/Line Ave <br />• AM Existing — Roundabout at Line Ave/5th St <br />• PM Existing — Roundabout at Line Ave/5th St <br />Traffic Operations Study 14 Line Avenue in Elk River <br />