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<br />NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis <br />January 2022 <br />18 <br /> <br />TABLE 13: OPENING YEAR (2025) NO-BUILD PM LOS SUMMARY <br />Intersection Control Approach <br />Operations by Movement Overall Intersection Left Through Right <br />Delay <br />(sec/veh) LOS Delay <br />(sec/veh) LOS Delay <br />(sec/veh) LOS Delay <br />(sec/veh) LOS <br />Ideal Avenue N & <br />34th Street N Signal <br />EB 42.4 D 15.2 B 3.9 A <br />21.8 C WB 47.9 D 16.2 B 2.4 A <br />NB 34.7 C 34.0 C 10.5 B <br />SB 27.3 C 42.3 D 11.1 B <br />Ideal Avenue N & <br />32nd Street N <br />Side <br />Stree t <br />Stop <br />EB 11.3 B - - 4.5 A <br />11.3 B WB - - - - - - <br />NB 4.1 A 0.4 A - - <br />SB - - 6.0 A 5.7 A <br />Ideal Avenue N & <br />31st Street N <br />Side <br />Street <br />Stop <br />EB 8.2 A - - 3.6 A <br />8.2 A WB - - - - - - <br />NB 4.2 A 1.8 A - - <br />SB - - 0.9 A 0.6 A <br />Ideal Avenue N & <br />Stillwater <br />Boulevard N <br />All - <br />Way <br />Stop <br />EB 9.4 A 14.1 B 4.1 A <br />10.6 B WB 9.3 A 14.4 B 5.7 A <br />NB 7.6 A 11.3 B 4.2 A <br />SB 12.6 B 15.0 B 3.4 A <br />34th Street N & <br />Jamaca Avenue N <br />Round- <br />about <br />EB 8.9 A 13.4 B 9.3 A <br />9.0 A WB 7.1 A 11.7 B 7.2 A <br />NB 4.3 A 7.6 A 3.2 A <br />SB 3.2 A 6.3 A 1.5 A <br />Ideal Avenue N & <br />36th Street N <br />Side <br />Street <br />Stop <br />EB 7.1 A - - 2.3 A <br />7.1 A WB 5.0 A - - - - <br />NB 3.8 A 1.5 A 1.6 A <br />SB - - 0.6 A 0.1 A <br />Based on the analysis, all study intersections are expected to operate at LOS C or better during the AM & <br />PM peak hours. Under Opening Year (2025) No -Build Conditions, all intersection movements are <br />anticipated to operate at LOS D or better. <br />The 95th percentile queues were reviewed at the study intersections. All 95th percentile queues for the <br />movements are anticipated to be accommodated within their respective storage bays. <br />