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Kimley>Morn <br />weekday PM and Saturday peak hours. All intersections are anticipated to operate at LOS D or better <br />during the weekday PM peak hour and Saturday peak hour. <br />TABLE 7. LONG-TERM BUILD (2040) LEVEL OF SERVICE SUMMARY <br />Intersection <br />Fairview Avenue at TH 36 EB <br />Control <br />Signal <br />Weekday PM <br />Dela <br />14.8 <br />Peak <br />LOS <br />B <br />Saturday�� <br />(sDelayMM <br />16.6 B <br />Fairview Avenue at TH 36 WB <br />Signal <br />27.1 <br />C <br />35.0 <br />C <br />Fairview Avenue at Rosedale Center Driveway #1 <br />Signal <br />20.1 <br />C <br />36.3 <br />D <br />Fairview Avenue at County Road 132 W <br />Signal <br />27.7 <br />C <br />35.3 <br />D <br />County Road 132 W at Rosedale Center Driveway #2 <br />Signal <br />12.6 <br />B <br />22.5 <br />C <br />County Road 132 W at Rosedale Center Driveway #3 <br />Signal <br />20.3 <br />C <br />32.4 <br />C <br />County Road 132 W at Snelling Avenue SB <br />Signal <br />23.5 <br />C <br />35.2 <br />D <br />County Road 132 W at Snelling Avenue NB <br />Signal <br />8.2 <br />A <br />19.8 <br />B <br />Internal Intersection #1A <br />Stop Control <br />3.0 / 6.8 <br />A / A <br />5.9 / 13.2 <br />A / B <br />Internal Intersection #113 <br />Stop Control <br />5.0 / 8.6 <br />A / A <br />12.4 / 17.4 <br />B / C <br />Internal Intersection #2 <br />Stop Control <br />6.3 / 9.7 <br />A / A <br />18.8 / 34.7 <br />C / D <br />Internal Intersection #3 <br />Stop Control <br />5.1 / 9.6 <br />A / A <br />8.4 / 17.0 <br />A / C <br />Internal Intersection #4 <br />Stop Control <br />3.1 / 8.5 <br />A / A <br />3.4 / 13.4 <br />A / B <br />Vehicle Queue Deficiencies <br />Vehicle queues were summarized based on the Synch ro/S i mTraff ic analysis, and are provided in the <br />summary table in Appendix D. The analysis compared the anticipated 951h percentile queue to the existing <br />storage provided at the turn lanes. Following provides a list of turn lane deficiencies, where the 95th <br />percentile queue exceeded the provided storage by at least 25 feet (one vehicle length): <br />Fairview Avenue & TH 36 (W13) - The westbound right -turn movement is anticipated to exceed the <br />provided storage, however, it is not anticipated to impact the overall queue of the approach to the point <br />that it impacts operations along TH 36. <br />Fairview Avenue & County Road 132 - The westbound left -turn lane is anticipated to exceed the <br />provided storage: however, the extending the left -turn lane is limited by the eastbound left -turn lane at <br />the intersection of County Road 32 & Mall Entrance #2. <br />County Road 132 & Mall Entrance #2 - The eastbound left -turn and right -turn lanes are anticipated to <br />exceed the provided queue, however, there is no opportunity to provide more storage due to its <br />proximity to Fairview Avenue. <br />County Road 132 & Mall Entrance #3 - The westbound right -turn lane is anticipated to exceed the <br />provided queue, this is due to the westbound through queue spill back beyond the entry into the right - <br />turn lane. <br />County Road 132 & Snelling Avenue SB -The eastbound left -turn lane is anticipated to exceed the <br />provided storage, however, extending the turn lane is limited due to the proximity of the intersection to <br />the west. <br />County Road 132 & Snelling Avenue NB - The southbound queues are anticipated to spill back to <br />where the left and right turn lanes start, however, it is not anticipated to spill back into the Snelling <br />Avenue travel lanes. <br />Rosedale Center I Traffic Impact Analysis <br />January 2020 Update <br />