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NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis January 2022 24 TABLE 19: HORIZON YEAR (2040) NO-BUILD MITIGATION PM LOS SUMMARY Intersection Control Approach Operations by Movement Overall Intersection Left Through Right Delay (sec/veh) LOS Delay (sec/veh) LOS Delay (sec/veh) LOS Delay (sec/veh) LOS Ideal Avenue N & 34th Street N Signal EB 40.9 D 21.5 C 5.1 A 26.4 C WB 42.6 D 28.4 C 4.5 A NB 32.3 C 29.0 C 12.4 B SB 28.5 C 41.9 D 18.2 B Ideal Avenue N & 32nd Street N Side Street Stop EB 22.5 C - - 7.0 A 22.5 C WB - - - - - - NB 5.4 A 0.5 A - - SB - - 6.6 A 6.5 A Ideal Avenue N & 31st Street N Side Street Stop EB 12.4 B - - 4.8 A 12.4 B WB - - - - - - NB 5.0 A 2.0 A - - SB - - 1.1 A 0.7 A Ideal Avenue N & Stillwater Boulevard N All - Way Stop EB 16.8 C 20.9 C 5.4 A 14.4 B WB 15.8 C 19.9 C 9.6 A NB 12.9 B 18.6 C 6.0 A SB 16.2 C 12.9 B 4.7 A 3 4th Street N & Jamaca Avenue N Round- about EB 15.7 C 19.9 C 15.6 C 14.1 B WB 14.5 B 19.4 C 14.4 B NB 5.7 A 9.1 A 4.2 A SB 4.5 A 6.4 A 1.6 A Ideal Avenue N & 36th Street N Side Street Stop EB 15.2 C - - 5.3 A 15.2 C WB 14.7 B - - - - NB 7.5 A 1.9 A 1.8 A SB - - 1.2 A 0.2 A Based on the analysis, all study intersections are expected to operate at LOS C or better during the AM & PM peak hours. Under Horizon Year (2040) No -Build with Mitigation, all intersection movements are ant icipated to operate at LOS D or better. The 95th percentile queues were reviewed at the study intersections. All 95th percentile queues for the movements are anticipated to be accommodated within their respective storage bays, except the 95th percentile queue of the northbound left turn at the intersection of 34th Street N & Ideal Avenue N which extends approximately 10 feet past the provided storage bay. The anticipated queue will fit within the existing taper.