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<br />NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis <br />January 2022 <br />22 <br /> <br />TABLE 17: HORIZON YEAR (2040) 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 Ave nue N & <br />34th Street N Signal <br />EB 41.3 D 21.7 C 5.2 A <br />26.3 C WB 47.6 D 27.9 C 4.8 A <br />NB 33.9 C 28.3 C 12.9 B <br />SB 28.6 C 41.0 D 16.6 B <br />Ideal Avenue N & <br />32nd Street N <br />Side <br />Stree t <br />Stop <br />EB 19.6 C - - 6.9 A <br />19.6 C WB - - - - - - <br />NB 6.9 A 0.5 A - - <br />SB - - 6.6 A 5.9 A <br />Ideal Avenue N & <br />31st Street N <br />Side <br />Street <br />Stop <br />EB 47.4 E - - 51.1 F <br />51.1 F WB - - - - - - <br />NB 7.1 A 2.0 A - - <br />SB - - 18.6 C 4.1 A <br />Ideal Avenue N & <br />Stillwater <br />Boulevard N <br />All - <br />Way <br />Stop <br />EB 23.9 C 26.3 D 5.3 A <br />39.1 E WB 17.3 C 21.5 C 11.7 B <br />NB 14.7 B 19.1 C 5.8 A <br />SB 93.7 F 92.5 F 12.5 B <br />34th Street N & <br />Jamaca Avenue N <br />Round- <br />about <br />EB 16.5 C 20.6 C 14.2 B <br />14.1 B WB 14.4 B 18.7 C 14.0 B <br />NB 4.6 A 9.6 A 4.1 A <br />SB 4.1 A 6.8 A 1.7 A <br />Ideal Avenue N & <br />36th Street N <br />Side <br />Street <br />Stop <br />EB 17.5 C - - 3.7 A <br />17.5 C WB 14.9 B - - - - <br />NB 7.5 A 2.0 A 1.9 A <br />SB - - 1.3 A 0.2 A <br />Based on the analysis, all study intersections and intersection movements are expected to operate at LOS <br />C or better during the AM peak hour. Und er Horizon Year (2040) No -Build PM peak hour conditions, all <br />intersections and movements are anticipated to operate at LOS D or better except the following: <br />• Ideal Avenue N & Stillwater Boulevard N – The overall intersection is anticipated to operate at <br />LOS E and the southbound left and through movements are expected to operate at LOS F. The <br />long southbound delays are caused by the southbound approach, specifically the shared left- <br />through lane being over capacity <br />• Ideal Avenue N & 31st Street N – The overall intersection delay is reported as the worst individual <br />movement. The eastbound left is anticipated to operate at LOS E and the eastbound right is <br />anticipated to operate at LOS F. These delays are caused by southbound queues backing into the <br />intersection from Ideal Avenue N & Stillwater Boulevard 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 for the following in the PM peak hour: <br />• Ideal Avenue N & 34th Street N – The northbound left 95th percentile queue is anticipated to extend <br />past the provided storage capacity by approximately 25 feet. This anticipated queue can be <br />accommodated within the taper of the turn lane.