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Kimley>Morn <br />County Road 132 & Mall Entrance #2 - The eastbound right -turn lane is anticipated to exceed the <br />provided queue, however, there is no opportunity to provide more storage due to its proximity to <br />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 />SHORT-TERM BUILD (2024) OPERATIONS SUMMARY <br />Table 4 provides Short -Term Build (2024) delay and LOS for both the weekday PM and Saturday peak <br />hours. The analysis represents 5-year growth in the background volumes to 2024 and the addition of South <br />Campus project traffic. Table E and Table F (included in Appendix C) provides the delay and LOS for each <br />individual movement for the weekday PM and Saturday peak hours. <br />TABLE 4: SHORT-TERM BUILD (2024) LEVEL OF SERVICE SUMMARY <br />IntersectionControg <br />Fairview Avenue at TH 36 EB <br />IRM <br />Signal <br />Weekday PM <br />Delay <br />12.6 <br />Peak <br />LOS <br />B <br />Saturday <br />Delay (seciveh) <br />20.7 <br />LOS <br />C <br />Fairview Avenue at TH 36 WB <br />Signal <br />29.7 <br />C <br />56.8 <br />E <br />Fairview Avenue at Rosedale Center Driveway #1 <br />Signal <br />19.1 <br />C <br />29.2 <br />C <br />Fairview Avenue at County Road 132 W <br />Signal <br />27.6 <br />C <br />41.2 <br />D <br />County Road 132 W at Rosedale Center Driveway #2 <br />Signal <br />11.5 <br />B <br />17.5 <br />B <br />County Road 132 W at Rosedale Center Driveway #3 <br />Signal <br />19.1 <br />B <br />28.6 <br />C <br />County Road 132 W at Snelling Avenue SB <br />Signal <br />22.8 <br />C <br />30.2 <br />C <br />County Road 132 W at Snelling Avenue NB <br />Signal <br />7.5 <br />A <br />15.3 <br />B <br />Internal Intersection #1A <br />Stop Control <br />2.9 / 6.8 <br />A / A <br />5.8 / 9.5 <br />A / A <br />Internal Intersection #113 <br />Stop Control <br />4.8 / 8.0 <br />A / A <br />12.7 / 21.2 <br />B / C <br />Internal Intersection #2 <br />Stop Control <br />6.4 / 9.8 <br />A / A <br />19.8 / 36.9 <br />C / E <br />Internal Intersection #3 <br />Stop Control <br />5.1 / 9.3 <br />A / A <br />8.2 / 17.4 <br />A / C <br />Internal Intersection #4 <br />1 Stop Control <br />1 3.1 / 8.6 <br />A / A <br />3.2 / 12.3 <br />A / B <br />The intersections listed below have movements that are not anticipated to operate at an acceptable level <br />of service during the weekday PM peak hour and/or Saturday peak hour. All other intersections (and their <br />movements) are anticipated to operate at LOS D or better during the weekday PM peak hour and Saturday <br />peak hour. These are all LOS deficiencies identified inthe Existing and Short -Term Background conditions. <br />Similar to Existing and Short -Term Background Conditions, the following intersection are anticipated to <br />have deficiencies: <br />Fairview Avenue at TH 36 (EB) - During the Saturday peak hour, the westbound left -turn movement <br />is anticipated to operate at LOS F. This is due to the queue spillback from the westbound right -turn <br />movement. <br />Fairview Avenue at TH 36 (WB) -During the Saturday peak hour, the northbound left -turn and through <br />movements are anticipated to operate at LOS F. This is due to poor lane utilization for northbound <br />traffic where the majority of the through traffic is utilized the outside lane to position themselves to enter <br />Rosedale Center at the downstream intersection. <br />Rosedale Center I Traffic Impact Analysis <br />January 2020 Update <br />