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<br />11 Northwest Main – Lino Lakes, MN <br />Traffic Impact Analysis │ June 2025 <br /> <br />3.5. DESIGN YEAR (2045) NO-BUILD CAPACITY ANALYSIS <br />The Design Year (2045) No-Build Condition analysis was completed to develop an understanding of the <br />baseline operating conditions for the study area in the long-term without the addition of proposed <br />development traffic. The background changes to intersection control and geometry discussed in §3.1 were <br />included in the analysis. The Design Year (2045) No-Build Traffic Volumes are shown in Exhibit 6. Results <br />of the Design Year (2045) No-Build capacity analysis is included below in Table 3-3. <br />All movements at the study intersections are anticipated to operate at LOS D or better during the AM and <br />PM peak hours. Delays are generally expected to see minor increase due to long-term background growth, <br />particularly at the Main Street & Lake Drive intersection which is anticipated to operate at LOS C during the <br />PM peak hour. <br />The 95th percentile queueing results were reviewed and all 95th percentile queues are expected to be <br />maintained within their provided storage bays. The Main Street & Lake Drive roundabout is anticipated to <br />see queues of about 450’ at the eastbound approach during the PM peak hour, but no movement or <br />roundabout approach is generally expected to see significant queueing issues. The SimTraffic and Rodel <br />analysis reports are included in Appendix B. <br /> <br />Page 192 of 679