Laserfiche WebLink
<br />17 NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis <br />January 2022 <br /> <br />5.4 OPENING YEAR (2025 ) NO-BUILD INTERSECTION ANALYSIS <br />The Opening Year (2025) No -Build Condition analysis was completed to develop an understanding of the <br />baseline operating conditions for the study area without the addition of the development traffic. The traffic <br />volumes shown in Exhibit 4 were used in the Opening Year (2025) No -Build analysis. As previously <br />discussed, these volumes were developed based on turning movement counts collected in August 2021, <br />traffic projections from the Lake Elmo Comprehensive Plan and the Willowbrooke development . Signal <br />timings were not changed from existing year (2021) conditions. <br />Tables 12 – 13 provide a summary of the average delay (seconds per vehicle) and LOS under Opening <br />Year (2025) No -Build Conditions for each movement at the study intersections during the AM peak hour <br />and PM peak hour, respectively. The ful l SimTraffic reports are included in Appendix F. <br />TABLE 12: OPENING YEAR (2025) NO-BUILD AM 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 20.1 C 10.7 B 2.4 A <br />11.3 B WB 24.9 C 11.9 B 1.8 A <br />NB 11.0 B 8.9 A 3.1 A <br />SB 14.0 B 17.1 B 7.8 A <br />Ideal Avenue N & <br />32nd Street N <br />Side <br />Street <br />Stop <br />EB 7.4 A - - 2.6 A <br />7.4 A WB - - - - - - <br />NB 2.1 A 0.2 A - - <br />SB - - 4.2 A 4.0 A <br />Ideal Avenue N & <br />31st Street N <br />Side <br />Street <br />Stop <br />EB 6.3 A - - 3.6 A <br />6.3 A WB - - - - - - <br />NB 2.9 A 1.6 A - - <br />SB - - 0.4 A 0.3 A <br />Ideal Avenue N & <br />Stillwater <br />Boulevard N <br />All - <br />Way <br />Stop <br />EB 5.1 A 9.7 A 1.6 A <br />6.1 A WB 4.5 A 10.3 B 3.3 A <br />NB 4.0 A 8.6 A 2.4 A <br />SB 5.2 A 8.5 A 1.8 A <br />34th Street N & <br />Jamaca Avenue N <br />Round- <br />about <br />EB 2.9 A 5.4 A 2.1 A <br />5.5 A WB 4.7 A 9.3 A 4.2 A <br />NB 1.8 A 4.9 A 1.8 A <br />SB 1.8 A 5.4 A 1.6 A <br />Ideal Avenue N & <br />36th Street N <br />Side <br />Street <br />Stop <br />EB 5.3 A - - 2.0 A <br />5.8 A WB 5.8 A - - - - <br />NB 1.9 A 1.8 A 1.3 A <br />SB - - 0.4 A 0.1 A <br /> <br />