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<br />Traffic Impact Study 20 <br />New Brighton Exchange Update <br />5. Conclusions and Recommendations <br /> <br />The principal findings from this traffic study are: <br />• The remaining development sites for the New Brighton Exchange are expected to <br />generate approximately 3,200 new trips during an average weekday, 350 new trips <br />during the a.m. peak hour and 380 new trips during the p.m. peak hour. <br />• All study intersections currently operate acceptably in the a.m. and p.m. peak hours. <br />• The signalized intersections of Old Highway 8/Highway 96 and Old Highway 8/10th <br />Street are forecast to operate acceptably through the 2033 Build scenarios. <br />• The westbound 95th percentile queue lengths in the 2033 Build p.m. peak hour at <br />Old Highway 8/14th Street and Old Highway 8/Northwest Parkway are forecast to be <br />longer than desired. <br />• Old Highway 8 has daily volumes that would be able to be supported by a conversion <br />to a three-lane road. <br />• Significant 95th percentile queue lengths are forecast for the 2033 Build p.m. peak <br />hour at the three stop-controlled study intersections when Old Highway 8 is <br />converted to a three-lane road. <br /> <br />The following recommendations are made based on the above findings: <br />• Move sight distance obstructions at Old Highway 8/Northwest Parkway to allow for <br />adequate sight distance for vehicles on the side street approaches without needing <br />to pull into the crosswalks. <br />• Stripe westbound 14th Street and Central Park Boulevard to operate with two <br />westbound approach lanes at Old Highway 8. <br />• Once the New Brighton Exchange is fully constructed, new counts be collected, and <br />signal warrants be run for the stop-controlled study intersections to determine when <br />a signal would be needed based on volumes. <br />• Keep the current four-lane layout along Old Highway 8. <br /> <br />