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if all the generated traffic entering Dayton River Road from the north was condensed <br />onto its roadway. 70th street would have less vehicles than River Road with an ADT <br />of less than 3,000 vehicles per day. <br />b. 2040 Intersection Vehicular Analysis <br />Chart 9 (a.m. peak hour) and Chart 10 (p.m. peak hour) show the average peak <br />hour delay per traffic signal -controlled intersection for each study scenario <br />compared to the 2025 mitigated results. Again, The LOS D/E boundary of 55 <br />seconds of delay per vehicle is considered the threshold between acceptable and <br />unacceptable traffic signal operation in Minnesota. <br />For this analysis, the TH 169/Dayton River Road intersection is not analyzed. Due <br />to increased volumes, the existing and 2025 mitigated geometry will not adequately <br />accommodate the 2040 volumes, with or without this proposed development. <br />Average Delay (seconds) <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />0 <br />Congested at LOS D/E Boundary (55 seconds) <br />1 <br />� 9 `3, \$ \� \c Ne `I- \� \ <br />c \C <br />oatc 0a� cPx°o \e4\e4a\a a\a `pat \e46 <br />NON' o • \ aKZa\tt Sa\Q. Ca�Q. So\aF o\ate anti 2Q. 2a\bt <br />e PJ t <br />v‘‹Z., o6'° \awe \,she \met \,�t� \,eta \,a`� Cr \�e <br />y�tiy�P Dtiy�PJ �0\at� �O\ate QaJ OaJ OaJ �0\a Oa <br />N. <br />■ 2040 No Build w/ 2025 Mitigation ■ 2040 Preferred Land use Build w/ 2025 Mitigation 2040 Mitigation <br />Chart 9 — A.M. Peak Hour Delays: Signal Controlled Intersections <br />Traffic Impact Study 19 <br />North Dayton Development <br />CONSULTING <br />