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NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis January 2022 32 TABLE 27: HORIZON YEAR (2040) BUILD SCENARIO 3 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 43.5 D 27.5 C 6.0 A 31.4 C WB 43.8 D 36.1 D 8.5 A NB 38.5 D 34.4 C 16.9 B SB 28.7 C 46.3 D 23.5 C Ideal Avenue N & 32nd Street N/Site Access 2 Side Street Stop EB 23.4 C - - 7.2 A 23.4 C WB - - - - 16.4 C NB 7.9 A 5.4 A 0.7 A SB 11.3 B 7.3 A 6.4 A Ideal Avenue N & 31st Street N/Site Access 3 Side Street Stop EB 16.9 C - - 6.4 A 16.9 C WB 16.1 C - - 8.1 A NB 5.6 A 1.9 A 1.6 A SB 7.8 A 1.2 A 1.0 A Ideal Avenue N & Stillwater Boulevard N All - Way Stop EB 16.6 C 21.1 C 4.9 A 13.7 C WB 14.2 B 19.7 C 9.1 A NB 11.2 B 16.1 C 6.0 A SB 15.7 C 12.9 B 5.0 A 34th Street N & Jamaca Avenue N Round- about EB 25.4 D 28.6 D 25.4 D 20.2 C WB 21.2 C 26.1 D 20.7 C NB 6.4 A 10.0 A 4.4 A SB 3.8 A 7.3 A 1.6 A Ideal Avenue N & 36th Street N Side Street Stop EB 16.9 C - - 7.0 A 17.6 C WB 17.6 C - - - - NB 7.6 A 2.1 A 1.9 A SB - - 1.4 A 0.2 A 34th Street N & Site Access 1 Side Street Stop EB 9.7 A 3.8 A 2.8 A 28.8 D WB - - 1.0 A 1.0 A NB 17.3 C - - 10.3 B SB 28.8 D - - 18.4 C Based on the analysis, all study intersections are expected to operate at LOS D or better during the AM & PM peak hours. Under Horizon Year (2040) Build Scenario 3, all intersection movements are anticipated to operate at LOS D or better. 34th Street N & site access 1 has acceptable side street delays in the peak hours but the intersection should be monitored as development occurs on the north side of 34th Street N. 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 60 feet past the provided storage bay in the PM peak hour. If these volumes are realized, it may be necessary to restripe the northbound approach to include a longer storage capacity, however it is anticipated this can be done within the existing cross secti on.