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<br />NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis <br />January 2022 <br />16 <br /> <br />TABLE 11: EXISTING YEAR (2021) 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 45.0 D 13.1 B 3.8 A <br />17.8 B WB 45.6 D 11.0 B 1.8 A <br />NB 31.5 C 31.8 C 6.2 A <br />SB 26.3 C 38.3 D 8.8 A <br />Ideal Avenue N & <br />32nd Street N <br />Side <br />Street <br />Stop <br />EB 11.1 B - - 4.6 A <br />11.1 B WB - - - - - - <br />NB 3.8 A 0.3 A - - <br />SB - - 6.0 A 5.1 A <br />Ideal Avenue N & <br />31st Street N <br />Side <br />Street <br />Stop <br />EB 9.5 A - - 3.8 A <br />9.5 A WB - - - - - - <br />NB 4.6 A 1.8 A - - <br />SB - - 0.8 A 0.6 A <br />Ideal Avenue N & <br />Stillwater <br />Boulevard N <br />All - <br />Way <br />Stop <br />EB 8.5 A 13.0 B 3.5 A <br />9.5 A WB 8.0 A 13.1 B 5.0 A <br />NB 7.0 A 11.2 B 3.9 A <br />SB 10.6 B 13.5 B 3.6 A <br />34th Street N & <br />Jamaca Avenue N <br />Round- <br />about <br />EB 8.5 A 12.4 B 8.7 A <br />8.5 A WB 6.5 A 11.1 B 5.7 A <br />NB 3.7 A 7.7 A 3.3 A <br />SB 3.6 A 6.0 A 1.4 A <br />Ideal Avenue N & <br />36th Street N <br />Side <br />Street <br />Stop <br />EB 4.9 A - - 2.1 A <br />5.2 A WB 5.2 A - - - - <br />NB 2.5 A 1.5 A 1.9 A <br />SB - - 0.6 A 0.1 A <br /> <br />Based on the analysis, all study intersections are expected to operate at LOS B or better during the AM & <br />PM peak hours. Under Existing Year (2021) Conditions, all intersection movements are anticipated to <br />operate at LOS D or better. <br />The 95th percentile queues were reviewed at the study intersections. All 95th percentile queues are <br />anticipated to be accommodated within their respective storage bays. <br />