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Kimley>Morn The intersections listed below have movements that are not operating at an acceptable level of service during the weekday PM peak hour and/or Saturday peak hour. All other intersections (and their movements) are operating at LOS D or better during the weekday PM peak hour and Saturday peak hour. Fairview Avenue at TH 36 (EB) — During the weekday PM and Saturday peak hours, the westbound left -turn movement is operating at LOS E. This is due to the queue spillback from the westbound right - turn movement. Fairview Avenue at TH 36 (WB) —During the Saturday peak hour, the northbound left -turn and through movements are operating at LOS E. This is due to poor lane utilization for northbound traffic where the majority of the through traffic is utilized the outside lane to position themselves to enter Rosedale Center at the downstream intersection. Fairview Avenue & County Road 132 — During the Saturday peak hour, the eastbound approach is anticipated to operate at LOS E/LOS F. This is due to the lack of a dedicated eastbound right -turn lane. Vehicle Queue Deficiencies Vehicle queues were summarized based on the Synch ro/S i mTraff ic analysis, and are provided in the summary table in Appendix D. The analysis compared the anticipated 951h percentile queue to the existing storage provided at the turn lanes. Following provides a list of turn lane deficiencies, where the 95th percentile queue exceeded the provided storage by at least 25 feet (one vehicle length): Fairview Avenue & TH 36 (WB) —The northbound left -turn and right -turn lanes exceed the provided storage, due to the through lanes spilling back beyond entry into the turn lanes. Fairview Avenue & County Road 132 — The westbound left -turn lane is anticipated to exceed the provided storage. However, the extending the left -turn lane is limited by the eastbound left -turn lane at the intersection of County Road B2 & Mall Entrance #2. County Road 132 & Mall Entrance #2 — The eastbound right -turn lane is anticipated to exceed the provided queue, however, there is no opportunity to provide more storage due to its proximity to Fairview Avenue. County Road 132 & Mall Entrance #3 —The westbound right -turn lane is anticipated to exceed the provided queue, this is due to the westbound through queue spill back beyond the entry into the right - turn lane. SHORT-TERM BACKGROUND (2024) OPERATIONS SUMMARY Table 3 provides Short -Term Background (2024) delay and LOS for both the weekday PM and Saturday peak hours. The analysis represents 5-year growth in the background volumes to 2024. Table C and Table D (included in Appendix C) provides the delay and LOS for each individual movement for the weekday PM and Saturday peak hours. Rosedale Center I Traffic Impact Analysis January 2020 Update