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NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis January 2022 28 TABLE 23: HORIZON YEAR (2040) BUILD SCENARIO 2 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 48.0 D 29.2 C 6.6 A 33.0 C WB 50.4 D 38.6 D 8.4 A NB 38.8 D 33.4 C 14.7 B SB 27.7 C 46.3 D 24.8 C Ideal Avenue N & 32nd Street N/Site Access 2 Side Street Stop EB 22.4 C - - 7.7 A 22.4 C WB - - - - 17.5 C NB 8.0 A 6.0 A 0.7 A SB 12.1 B 7.4 A 7.0 A Ideal Avenue N & 31st Street N/Site Access 3 Side Street Stop EB 20.5 C - - 5.8 A 20.5 C WB 15.1 C - - 7.7 A NB 6.3 A 2.0 A 1.8 A SB 5.9 A 1.2 A 0.9 A Ideal Avenue N & Stillwater Boulevard N All - Way Stop EB 24.8 C 28.8 D 5.7 A 16.9 C WB 15.8 C 22.3 C 11.2 B NB 15.7 C 19.4 C 6.4 A SB 20.0 C 13.4 B 5.6 A 34th Street N & Jamaca Avenue N Round- about EB 40.4 E 45.9 E 43.5 E 32.5 D WB 37.2 E 40.6 E 40.0 E NB 6.1 A 10.3 B 4.2 A SB 5.2 A 7.2 A 1.8 A Ideal Avenue N & 36th Street N Side Street Stop EB 17.5 C - - 6.5 A 18.7 C WB 18.7 C - - - - NB 8.0 A 2.1 A 2.3 A SB - - 1.5 A 0.3 A 34th Street N & Site Access 1 Side Street Stop EB 11.8 B 4.1 A 3.6 A 61.0 F WB - - 1.2 A 1.4 A NB 20.7 C - - 9.3 A SB 61.0 F - - 48.8 E Based on the analysis, all study intersections and intersection movements are expected to operate at LOS C or better during the AM peak hour. Under Horizon Year (2040) Build Scenario 2 PM peak hour conditions, all intersections and movements are anticipated to operate at LOS D or better except the following: • 34th Street N & Jamaca Avenue N –The eastbound and westbound approaches are expected to operate at LOS E. Th is is caused by increased east -west volume along 34th Street N nearing capacity of the roundabout. • 34th Street N & Site Access 1 – The overall intersection delay is reported as the worst individual movement. The southbound left is anticipated to operate at LOS F and the southbound right is anticipated to operate at LOS E. These delays are caused by increased east -west volumes and only one exiting lane at the site access. 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 70 feet past the provided storage bay. The queue is anticipated to fit within the existing taper. Required mitigation is consistent with Horizon Year (2040) conditions .