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TRAFFIC & PARKING IMPACT LETTER - DRAFT <br />ANOKA RAMSEY ATHLETI C ASSOCIATION DOME <br />Existing Trip Generation Along Ferret Street Northwest <br />Existing trip generation has not been collected in the past for the western approaches of Intersections 1 and 2. <br />The existing facility sizes were approximated, and utilizing the ITE Trip Generation manual, 11t" Edition current <br />trip generated was estimated and shown within Table 1. <br />Day Facility <br />Care <br />. <br />Day Care Facility <br />Average Rate / # of Generated % % Generated <br />Fitted Curve <br />Trips Entering Exiting Trips <br />Equation Entering <br />see <br /># of % New # of New # of New # of <br />Generated Trips Trips RA2 <br />Trips Studies <br />Trips Exiting Entering Exiting <br />Note: Sums may not add <br />Industrial Users <br />as expected due to rounding. Utilized Trip Generation Manual, 11th Edition. <br />.General <br />Light Industrial <br /># <br />Average Rate / # of Generated % % Generated <br />Fitted Curve <br />Trips Entering Exiting Trips <br />Equation Entering <br />off <br />/a # of o New # of New # of New <br /># of <br />Generated Trips Trips RA2 <br />Trips Studies <br />Trips Exiting Entering Exiting <br />Note: Sums may not add <br />as expected due to rounding. Utilized Trip Generation Manual, 11th Edition. <br />Table 1: Existing ITE Trip Generation along Ferret Street Northwest. <br />A summary of the total existing trips is shown within Table 2. <br />EXISTING <br />SUMMARY2022 <br /># of <br /># of <br /># of <br />Generated <br />Generated <br />Generated <br />Trips <br />Trips <br />Trips Exiting <br />Entering <br />Weekday 173 <br />87 <br />87 <br />Saturday 11 <br />6 <br />6 <br />Table 2: Summary of 2022 Existing ITE Trip Generation. <br />Existing Intersection Turning Movements <br />Intersection turning movements were modeled utilizing the following equation for Intersection 1: <br />DDHV = (K) (D) (AADT) <br />Directional Design -Hour Volume (DDHV) is the proportion of AADT in the peak -hour (design hour) in the <br />predominant direction of traffic flow. DDHV is determined from field measurements on the facility under <br />consideration. The Florida DOT's TURNS5 Turning Movement Analysis Tool utilizes this equation assist with trip <br />distribution within an intersection and was utilized for Intersection 1. Intersection 2 was determined based on a <br />50/50 split in westbound left- and right -turning movements and a 50/50 split for southbound left -turns and <br />northbound right -turns. The turning movements were assigned using the TURNS5 Turning Movement Analysis <br />Tool. A copy of the work completed can be found in Appendix C. <br />Architecture + Engineering + Environmental + Planning <br />Page 5 <br />