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<br />NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis <br />January 2022 <br />26 <br /> <br />TABLE 21: HORIZON YEAR (2040) BUILD SCENARIO 1 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 47.1 D 29.3 C 7.0 A <br />32.6 C WB 47.0 D 36.7 D 7.3 A <br />NB 39.4 D 27.2 C 15.4 B <br />SB 29.5 C 45.7 D 25.1 C <br />Ideal Avenue N & <br />32nd Street N/Site <br />Access 2 <br />Side <br />Street <br />Stop <br />EB 27.3 D - - 7.4 A <br />27.3 D WB - - - - 24.0 C <br />NB 8.2 A 5.9 A 0.7 A <br />SB 12.2 B 7.3 A 7.0 A <br />Ideal Avenue N & <br />31st Street N/Site <br />Access 3 <br />Side <br />Street <br />Stop <br />EB 18.4 C - - 5.9 A <br />18.4 C WB 17.4 C - - 8.0 A <br />NB 5.5 A 1.9 A 1.9 A <br />SB 7.5 A 1.3 A 1.0 A <br />Ideal Avenue N & <br />Stillwater <br />Boulevard N <br />All - <br />Way <br />Stop <br />EB 24.0 C 27.7 D 6.0 A <br />17.1 C WB 16.3 C 22.4 C 12.1 B <br />NB 18.1 C 20.0 C 5.9 A <br />SB 19.8 C 14.5 B 5.8 A <br />34th Street N & <br />Jamaca Avenue N <br />Round- <br />about <br />EB 20.2 C 24.0 C 17.9 C <br />19.4 C WB 22.9 C 27.6 D 22.8 C <br />NB 6.7 A 9.5 A 4.4 A <br />SB 4.2 A 8.1 A 1.7 A <br />Ideal Avenue N & <br />36th Street N <br />Side <br />Street <br />Stop <br />EB 14.8 B - - 6.5 A <br />19.3 C WB 19.3 C - - - - <br />NB 7.6 A 2.2 A 2.1 A <br />SB - - 1.4 A 0.2 A <br />34th Street N & <br />Site Access 1 <br />Side <br />Street <br />Stop <br />EB 10.8 B 4.1 A 4.0 A <br />27.0 D WB - - 1.1 A 1.3 A <br />NB 18.1 C - - 9.4 A <br />SB 27.0 D - - 18.9 C <br />Based on the analysis, all study intersections are expected to operate at LOS D or better during the AM & <br />PM peak hours. Under Horizon Year (2040) Build Scenario 1, all intersection movements are anticipated <br />to operate at LOS D or better. 34th Street N & site access 1 has acceptable side street delays in the peak <br />hours but the intersection should be monitored as development occurs on the north side of 34th Street N. <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, except the 95th <br />percentile queue of the northbound left turn at the intersection of 34th Street N & Ideal Avenue N which <br />extends approximately 85 feet past the provided storage bay. The queue is anticipat ed to fit within the <br />existing taper. No mitigation is anticipated for the Opening Year (2025) Build Scenario 1 conditions. <br />