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47 will see somewhat higher delay as the road has very high traffic during the peak hours and none of these <br /> turning movements operate with a high enough level of delay to be considered a concern. All intersections <br /> and movements are anticipated to operate within acceptable conditions and all 95t" percentile queues are <br /> anticipated to remain within their respective storage bays. <br /> While the main site access at Iodine Street/site access& CSAH 5 is anticipated to operate acceptably and <br /> currently provides turn lanes on CSAH 5. Anoka County has expressed a desire to eliminate the"trap lane" <br /> scenario. Currently the outside northwest bound lane on CSAH 5 becomes the right turn lane into the site <br /> access, forcing vehicles that are going straight to merge into the other through lane. It is recommended to <br /> explore options to restripe the northwest bound approach to have the merge occur before the intersection <br /> and have a dedicated northwest bound right turn lane into the site access. <br /> The SimTraffic reports are provided in Appendix D. <br /> HORIZON YEAR (2040) NO-BUILD CONDITIONS <br /> A capacity analysis was performed for Horizon Year(2040) No-Build conditions in order to develop baseline <br /> operating conditions for the design year. The two site accesses were modeled with the existing geometry <br /> and intersection control. The traffic volumes are provided in Exhibit 5. The results of the analysis are <br /> provided in Table 6. <br /> Haviland Fields-Ramsey, MN <br /> Traffic Impact Analysis I October 2023 <br />