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TRAFFIC & PARKING IMPACT LETTER - DRAFT <br />ANOKA RAMSEY ATHLETI C ASSOCIATION DOME <br />To analyze the traffic conditions within the study area, Synchro version 11's Synchro Control Delay (Percentile <br />Method) and the Highway Capacity Manual 6th Edition delay methods were utilized for this report. Intersections <br />1 and 2 were modeled. The resulting Synchro analysis worksheets were prepared for the existing and No Build <br />conditions (Intersections 3 and 4 are not included within the tables as they will be a result of the proposed <br />development) and are provided in Appendix D. Table 3 displays the No Build and Existing intersection level of <br />service (LOS), delay, and utilization for Intersection 1 and 2 for the assumed PM Peak Hour period. <br />No Build Scenarios <br />147th Avenue <br />Intersection 1 <br />Northwest and <br />Armstrong <br />147th Avenue <br />Intersection 2 <br />Northwest and <br />Ferret Street <br />Boulevard Northwest (CSAH <br />83) <br />Northwest <br />Year of <br />Intersection <br />Intersection <br />Delay <br />Intersection <br />Utilization (%) <br />Intersection <br />Intersection <br />Delay <br />Intersection <br />Utilization <br />Analysis <br />LOS <br />(seconds) <br />LOS <br />(seconds) <br />M <br />Existing <br />2024 <br />Opening2022 <br />Build2027 <br />Full <br />2034 <br />Future <br />I able ,3 Intersections 1 and 1 Lxisting (1U11), Opening (1U14), 1-UII L;U►ld (2W i-), I-Uture (1U:34) LUS, Uelay, and utilization. <br />Using Synchro version 11, multiple delay computation methods are available, including the Percentile Delay <br />Method, the Highway Capacity Manual 6th Edition methodology, Highway Capacity Manual 2010 Edition <br />methodology, and Highway Capacity Manual 2000 Edition methodology. Synchro's core delay calculation, the <br />Percentile Delay Method is recommended by Synchro when evaluating actuated signals. <br />ISG <br />Architecture + Engineering + Environmental + Planning <br />Page 6 <br />