Laserfiche WebLink
Kimley>Morn <br />TABLE 3: SHORT-TERM BACKGROUND (2024) LEVEL OF SERVICE SUMMARY <br />Intersection <br />Fairview Avenue at TH 36 EB <br />Control <br />Signal <br />Weekday PM <br />Delay <br />11.8 <br />Peak <br />LOS <br />B <br />Saturday Peak <br />Delay <br />14.1 <br />LOS <br />B <br />Fairview Avenue at TH 36 WB <br />Signal <br />27.4 <br />C <br />48.9 <br />D <br />Fairview Avenue at Rosedale Center Driveway #1 <br />Signal <br />16.0 <br />B <br />24.4 <br />C <br />Fairview Avenue at County Road B2 W <br />Signal <br />26.5 <br />C <br />29.8 <br />C <br />County Road B2 W at Rosedale Center Driveway #2 <br />Signal <br />10.6 <br />B <br />15.7 <br />B <br />County Road B2 W at Rosedale Center Driveway #3 <br />Signal <br />15.9 <br />B <br />26.8 <br />C <br />County Road B2 W at Snelling Avenue SB <br />Signal <br />22.2 <br />C <br />27.9 <br />C <br />County Road B2 W at Snelling Avenue NB <br />Signal <br />6.6 <br />A <br />11.8 <br />B <br />Internal Intersection #1A <br />Stop Control <br />2.1 / 6.2 <br />A / A <br />3.5 / 6.9 <br />A / B <br />Internal Intersection #113 <br />Stop Control <br />3.0 / 5.9 <br />A / A <br />6.2 / 7.1 <br />A / A <br />Internal Intersection #2 <br />Stop Control <br />6.1 / 9.3 <br />A / A <br />9.7 / 17.0 <br />A / C <br />Internal Intersection #3 <br />Stop Control <br />6.0 / 12.2 <br />A / B <br />8.3 / 17.5 <br />A / C <br />Internal Intersection #4 <br />Stop Control <br />2.6 / 7.6 <br />A / A <br />1 2.8 / 10.1 <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. <br />Similar to Existing Conditions, the following intersection are anticipated to 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 E. 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 />Fairview Avenue & County Road 132 - During the Saturday peak hour, the eastbound right -turn <br />movement is anticipated to operate at LOS E. <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 (WB) -The northbound left -turn and right -turn lanes exceed the provided <br />storage, due to the through lanes spilling back beyond entry into the turn lanes. <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 />Rosedale Center I Traffic Impact Analysis <br />January 2020 Update <br />