Laserfiche WebLink
<br />Northwest Main – Lino Lakes, MN <br />Traffic Impact Analysis │ June 2025 <br />16 <br /> <br />(2030) geometry and intersection control changes discussed in §3.1 as well as the access assumptions <br />discussed in §4.1 were included in the analysis. Opening Year (2030) Scenario 1 traffic volumes are shown <br />in Exhibit 9. The results of the Opening Year (2030) Scenario 1 analysis are shown below in Table 4-3. <br />Based on the results of the Opening Year (2030) Scenario 1 conditions analysis, all intersections are <br />anticipated to operate at LOS C or better and all individual movements are anticipated to operate at LOS D <br />or better during the AM and PM peak hours. Comparing the delay and LOS results to the Opening Year <br />(2030) No-Build scenario indicates that the proposed development Scenario 1 is anticipated to cause some <br />increases in delay, with the Main Street & Lake Drive and Main Street & 4th Avenue intersections seeing <br />the most substantial increases. All delays remain within an acceptable range and the overall traffic <br />operations of the network remain acceptable with the anticipated Opening Year (2030) geometric changes <br />in place. With operations remaining acceptable in Opening Year (2030) build Scenario 1, an east-west <br />roadway connection on the south half of the AUAR site is not required from a traffic operations perspective, <br />however, the connection of Robinson Drive (Access E) would help improve connectivity to the <br />neighborhoods. The connection of Carl Street is not necessary from a traffic operations perspective. The <br />95th percentile queueing results were reviewed and all 95th percentile queues are expected to remain within <br />their provided storage bays. SimTraffic reports are included in Appendix B. <br />Table 4-3: Opening Year (2030) Scenario 1 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 />EB A (9.3) <br />A (7.3) <br />B (11.1) <br /> A (9.7) WB A (6.3) A (9.8) <br />NB A (5.1) A (7.1) <br />SB A (4.7) A (5.3) <br />Sunset <br />Avenue & <br />Robinson <br />Drive <br />Side <br />Street <br />Stop <br />EB - - - <br />A (3.3) <br />- - - <br />A (3.2) WB - - A (3.3) - - A (3.2) <br />NB - A (1.2) A (0.7) - A (1.5) A (1.0) <br />SB - A (0.4) - - A (0.3) - <br />Sunset <br />Avenue & <br />Century <br />Trail <br />Side <br />Street <br />Stop <br />EB - - - <br />A (3.6) <br />- - - <br />A (5.0) WB - - A (3.6) - - A (5.0) <br />NB - A (1.4) A (0.6) - A (1.8) A (0.9) <br />SB - A (1.1) - - A (0.6) - <br />Sunset <br />Avenue & <br />Lilac Street <br />Round- <br />about <br />EB - <br />A (7.3) <br /> - <br />A (6.0) WB A (3.6) A (4.6) <br />NB A (5.8) A (7.4) <br />SB A (8.2) A (4.7) <br />Pine Street <br />& 4th Avenue <br />Side <br />Street Stop <br />EB - A (2.2) A (0.1) <br />A (7.9) <br />- A (0.2) A (0.0) <br />A (3.3) WB A (1.2) A (0.2) - A (1.1) A (1.1) A (0.2) <br />NB A (2.1) A (6.4) A (1.4) A (2.8) A (3.3) A (1.4) <br />SB A (2.3) A (7.9) - - - A (1.2) <br />Main Street <br />& 4th <br />Avenue <br />Side <br />Street <br />Stop <br />EB A (2.8) A (1.5) A (0.8) <br />B (10.9) <br />A (4.1) A (2.3) A (0.9) <br />C (20.3) WB A (5.7) A (4.8) A (3.1) A (5.3) A (3.0) A (1.4) <br />NB A (6.3) B (10.8) A (3.1) C (19.2) C (20.3) A (8.4) <br />Page 197 of 679