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b. Traffic Volumes <br />Intersection video was collected at the existing study intersections under normal <br />weekday conditions in February 2018. Using these videos, 48-hour turning <br />movement counts were obtained at the study intersections. The data from the two <br />days was averaged to provide the base traffic for a "typical weekday". Due to current <br />construction activities at the time of data collection, year 2016 counts at the Dayton <br />River Road/TH 169 and Brockton Lane/CSAH 81 intersections were obtained for <br />use in this study. Due to other recent studies within the last year, year 2017 counts <br />at the South Diamond Lake Road/Pineview Lane and 129th Avenue/Pineview Lane <br />intersections were obtained for use in this study. <br />The average a.m. and p.m. peak hours were found to be from 7:00 to 8:00 a.m. and <br />4:15 to 5:15 p.m. The "typical day" counts from these two peak hours were used at <br />the study intersections for analysis. The turning movement count data from the <br />counts are contained in fifteen -minute intervals in the Appendix. <br />Based on the "typical day" turning movement volumes, the current daily traffic <br />volumes on each study corridor are shown in the Appendix. <br />Traffic Impact Study 4 <br />North Dayton Development <br />CONSULTING <br />