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Based on the Existing Year (2023) capacity analysis, the study intersections are anticipated to operate at <br /> LOS B or better in the morning and C or better at the evening peak hour.The SimTraffic reports are provided <br /> in Appendix D.All 95t" percentile queues are anticipated to remain within their respective storage bays. All <br /> individual movements are anticipated to operate at LOS D or better, except for the following: <br /> During the morning peak hours, the northbound through movement of MN-47 operates at LOS E. This is <br /> likely due to the signal timing favoring the southbound through/left movement which sees around four times <br /> as much traffic at this time. At the same intersection, the westbound left and through movements are also <br /> operating at LOS E in the PM peak hours. Finally, the eastbound left and southbound left intersections <br /> operate at LOS E in the Sunday peak, these movements are low volume and are not anticipated to have <br /> queuing issues. <br /> All movements at stop-controlled intersections operate at LOS D or better except the eastbound left <br /> movement at CSAH 5 & Iodine St which operates at LOS E. Queues for the movement are minimal and <br /> delays are expected for minor side street movements along a corridor like CSAH 5. <br /> OPENING YEAR (2027) NO-BUILD CONDITIONS <br /> A capacity analysis was performed for Opening Year (2027) No-Build conditions in order to develop <br /> baseline operating conditions for the opening year. The analysis was performed using Synch ro/S i mTraffic. <br /> The three site accesses were modeled with the existing geometry and intersection control. The four study <br /> intersections were also modeled with the existing geometry and intersection control. The traffic volumes <br /> are provided in Exhibit 4. The results of the analysis are provided in Table 4. <br /> Haviland Fields-Ramsey, MN <br /> Traffic Impact Analysis I July 2023 <br />