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<br />Northwest Main – Lino Lakes, MN <br />Traffic Impact Analysis │ June 2025 <br />30 <br /> <br />A Design Year (2045) Scenario 2 Mitigated capacity analysis was conducted in order to test the effects of <br />the proposed mitigations on the roadway network. The Design Year (2045) Scenario 2 traffic volumes are <br />shown in Exhibit 18. Along with the background changes discussed in §3.1, the mitigation listed above in <br />§5.5 was included in the analysis. <br />Results of the Design Year (2045) Scenario 2 Mitigated capacity analysis are included below in Table 5-4. <br />All intersections operate at an overall LOS D or better during the AM and PM peak hour, with the exception <br />of the previously mentioned Sunset Avenue & Lilac Street roundabout which is anticipated to operate at <br />LOS E during the AM peak hour due to heavy school traffic at this time. While this intersection and the <br />Sunset Avenue corridor as a whole should be monitored for future improvements upon the full buildout of <br />the site, no mitigation is anticipated to be required for Design Year (2045) Scenario 2 conditions. <br />The 95th percentile queueing results from SimTraffic and Rodel were reviewed and all 95th percentile queues <br />are expected to remain within their provided storage bays. The Sunset Avenue & Lilac Street roundabout <br />is anticipated to see extended queues at the southbound approach due to school traffic during the AM peak <br />hour, but the delay of this approach being just over 50s indicates that these queues likely dissipate quickly. <br />No other significant queueing issues are anticipated. The SimTraffic and Rodel analysis reports are <br />included in Appendix B. <br />Table 5-5: Design Year (2045) Scenario 2 Mitigated Level of Service <br />Intersection Control Approach <br />Operations by Movement <br />AM Peak Hour PM Peak Hour <br />Left Through Right Overall* Left Through Right Overall* <br />Main Street <br />& Sunset <br />Avenue <br />Round- <br />about <br />(2x1) <br />EB C (18.7) <br />B (12.3) <br />C (19.8) <br />C (18.9) WB A (9.2) C (16.5) <br />NB A (8.2) D (25.0) <br />SB A (8.6) A (7.5) <br />Sunset <br />Avenue & <br />Robinson <br />Drive <br />Side <br />Street <br />Stop <br />EB - - - <br />A (4.6) <br />- - - <br />A (6.0) WB - - A (4.6) - - A (6.0) <br />NB - A (1.9) A (1.2) - A (2.7) A (1.8) <br />SB - A (1.1) - - A (0.8) - <br />Sunset <br />Avenue & <br />Century Trail <br />Side <br />Street Stop <br />EB - - - <br />A (5.4) <br />- - - <br />A (8.0) WB - - A (5.4) - - A (8.0) <br />NB - A (1.7) A (0.3) - A (2.3) A (0.6) <br />SB - A (2.1) - - A (1.2) - <br />Sunset <br />Avenue & <br />Lilac Street <br />Round- <br />about <br />EB - <br />E (36.1) <br />- <br />A (9.6) WB A (4.2) A (6.9) <br />NB A (4.5) B (12.6) <br />SB F (52.2) A (7.0) <br />Pine Street <br />& 4th <br />Avenue <br />Side <br />Street <br />Stop <br />EB - A (1.6) A (0.8) <br />A (4.2) <br />- A (1.4) A (0.6) <br />A (5.4) WB A (2.0) A (1.1) - A (3.0) A (1.9) A (3.2) <br />NB A (4.2) A (4.4) A (2.3) A (5.4) A (4.5) A (3.5) <br />SB A (2.0) A (8.0) - - - A (1.0) <br />Main Street <br />& 4th <br />Avenue <br />Round- <br />about <br />(2x1) <br />EB A (2.8) <br />A (3.2) <br /> A (3.1) <br />A (3.9) WB A (2.1) A (3.7) <br />NB A (4.8) A (5.7) <br />Page 211 of 679