Laserfiche WebLink
Dayton River Road/Pineview Lane: Due to the increased mainline volume on <br />Dayton River Road, the northbound left turning traffic experiences significant <br />delays and queuing as shown in Chart 7. Much like N Diamond Lake <br />Road/Brockton Lane the intersection is projected to operate acceptably during <br />the a.m. peak period and all other non -peak periods. Again, these results are <br />mitigated by a single -lane roundabout. The roundabout does cause an increase <br />in queue during the a.m. peak hour from three to six vehicles, as shown in Chart <br />6. However, the p.m. peak hour queues drop to six vehicles from more than 14 <br />in the 2025 build scenarios. Additionally, as shown in Chart 4 and Chart 5, the <br />roundabout operates with delays within the LOS A boundary. <br />While a roundabout is preferred, a traffic signal is an acceptable option. With <br />dedicated turn lanes, a traffic signal would operate at an overall LOS A during <br />the peak periods. Separated left and right turn lanes may be required, though <br />not needed for capacity reasons, along Dayton River Road as it is a County <br />Road. <br />The 2040 a.m. and p.m. peak hour scenarios were then analyzed assuming the <br />2025 mitigation mentioned above was implemented and added to the modified <br />roadway network as described in the 2040 Planned Roadway Network section <br />from earlier. <br />A figure in the Appendix shows the recommended intersection mitigation. <br />Traffic Impact Study 17 <br />North Dayton Development <br />CONSULTING <br />