Laserfiche WebLink
29 NorthPoint Industrial Park – Lake Elmo, MN │Traffic Analysis <br />January 2022 <br />The following mitigation was analyzed to improve operations at intersections with undesirable LOS: <br />•34th Street N was expanded to a four-lane cross section through Jamaca Avenue N. <br />•A second through lane was added to the roundabout at 34th Street N & Jamaca Avenue N to <br />increase capacity. <br />•The southbound approach at Access 1 was modeled with a dedicated southbound left turn lane <br />and a dedicated southbound right turn lane. <br />Tabl es 24 – 25 provide a summary of the average delay (seconds per vehicle) and LOS under Horizon <br />Year (2040) Build Scenario 2 Conditions with mitigation for each movement at the study intersections during <br />the AM & PM peak hour, respectively. The full SimTraffic reports are included in Appendix L. <br />TABLE 24: HORIZON YEAR (2040) BUILD S CENARIO 2 MITIGATED 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 29.8 C 21.2 C 3.3 A <br />20.8 C WB 34.7 C 24.5 C 3.7 A <br />NB 21.6 C 19.5 B 5.6 A <br />SB 20.3 C 22.5 C 18.6 B <br />Ideal Avenue N & <br />32nd Street N/Site <br />Access 2 <br />Side <br />Street <br />Stop <br />EB 11.6 B - - 3.2 A <br />11.6 B WB - - - - 3.9 A <br />NB 2.6 A 0.5 A 0.2 A <br />SB 6.8 A 5.3 A 4.7 A <br />Ideal Avenue N & <br />31st Street N/Site <br />Access 3 <br />Side <br />Street <br />Stop <br />EB 8.1 A - - 3.0 A <br />8.1 A WB - - - - - - <br />NB 3.4 A 1.8 A 1.9 A <br />SB 2.3 A 0.8 A 0.3 A <br />Ideal Avenue N & <br />Stillwater <br />Boulevard N <br />All - <br />Way <br />Stop <br />EB 6.4 A 11.7 B 3.0 A <br />6.7 A WB 5.4 A 11.2 B 4.1 A <br />NB 6.7 A 9.8 A 2.8 A <br />SB 5.5 A 8.4 A 2.4 A <br />34th Street N & <br />Jamaca Avenue N <br />Round- <br />about <br />EB 2.6 A 5.1 A 1.9 A <br />5.1 A WB 4.7 A 8.0 A 2.6 A <br />NB 2.8 A 6.9 A 2.2 A <br />SB 3.6 A 5.7 A 1.9 A <br />Ideal Avenue N & <br />36th Street N <br />Side <br />Street <br />Stop <br />EB 8.8 A - - 5.6 A <br />9.9 A WB 9.9 A - - - - <br />NB 3.8 A 1.8 A 1.5 A <br />SB - - 1.1 A 0.1 A <br />34th Street N & <br />Site Access 1 <br />Side <br />Street <br />Stop <br />EB 8.7 A 4.1 A 3.6 A <br />19.6 C WB 2.9 A 0.8 A 0.3 A <br />NB 19.5 C - - - - <br />SB 19.6 C - - 3.8 A