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Opp <br />BOOK 89 FA;E 223. <br />will generate 81 new p.m. peak hour/peak season/peak direction <br />trips. This is 73 more than the eight generated by the most <br />intense use of the subject property under the present zoning. <br />Using a modified gravity model and a hand assignment, the -trips <br />generated under the proposed zoning classification were then <br />assigned to roadways on the network. <br />Capacities for all roadway segments in Indian River County are <br />calculated and updated annually, utilizing the latest and best <br />available peak season traffic characteristics and applying Appendix <br />G methodology as set forth in the Florida Department of <br />Transportation Level of Service Manual. Available capacity is the <br />total capacity less existing and committed traffic volumes; this is <br />updated daily based upon vesting associated with project approvals. <br />The traffic capacity for the segment of 43rd Avenue adjacent to <br />this site is 830 trips (peak hour/peak season/peak direction) at a <br />Level of Service "D", while the existing traffic volume on this <br />segment of 43rd Avenue is 373 trips (peak hour/peak season/peak <br />direction). The additional 81 peak hour/peak season/peak direction <br />trips created by the proposed zoning district will increase the <br />total peak hour/peak season/peak direction trips for this segment <br />of 43rd Avenue to approximately 454. <br />Based on staff analysis, it was determined that 43rd Avenue and all <br />other impacted roads can accommodate the additional trips without <br />decreasing their existing levels of service. Impacted roads are <br />defined in the county's Land Development Regulations as roadway <br />segments which receive five percent (5%) or more daily project <br />traffic or fifty (50) or more daily project trips, whichever is <br />less. <br />The table below identifies each of the impacted roadway segments <br />associated with this rezoning. As indicated in that table, there <br />is sufficient capacity in all of the segments to accommodate the <br />Projected traffic associated with the request. <br />TRAFFIC CONCURRENCY DETERMINATION <br />Impacted Road Segments <br />(peak hour/peak season/peak direction) <br />Roadway <br />Segment <br />Road <br />From <br />To <br />Segment <br />Capacity <br />LOS "D" <br />1325 <br />1330 <br />U.S. 1 <br />Q.S. 1 <br />12th at. <br />S. vsC Limits <br />2370 <br />1335 <br />U.S. 1 <br />S. VBC Limits <br />17th at. <br />2270 <br />1925 <br />S.R. 60 <br />17th St. <br />66th Ave. <br />S.R. 60 <br />58th Ave. <br />2270 <br />1760 <br />1930 <br />1935 <br />B.R. 60 <br />58th Ave. <br />43rd Ave. <br />2650 <br />1940 <br />S.R. 60 <br />S.R. 60 <br />43rd Ave. <br />27th Ave. <br />2650 <br />1945 <br />S.R. 60 <br />27th Ave. <br />20th Ave. <br />20th Ave. <br />2600 <br />1950 <br />S.R. 60 <br />Old Dixie Hwy. <br />Old Dixie Hwy. <br />10th Ave. <br />1638 <br />1638 <br />1955 <br />2030 <br />S.R. 60 <br />16th <br />10th -Ave. <br />U.S. 1 <br />1638 <br />2040 <br />St. <br />16th St. <br />43rd Ave. <br />27th Ave. <br />27th Ave. <br />830 <br />2050 <br />2060 <br />16th St. <br />20th Ave. <br />20th Ave. <br />Old Dixie Hwy. <br />830 <br />970 <br />2260 <br />16th/17th St. <br />Old Dixie Hwy. <br />U.S. 1 <br />970 <br />2330 <br />12th St. <br />Old Dixie Hwy. <br />Old Dixie Hwy. <br />S. VBC <br />U.S. 1 <br />830 <br />2335 <br />Old Dixie Hwy. <br />Limits <br />16th St. <br />16th at. <br />830 <br />2460 <br />2470 <br />27th Ave. <br />S. VBC Limits <br />S.R. 60 <br />16th St. <br />830 <br />830 <br />2925 <br />27th Ave. <br />43rd Ave. <br />16th ft <br />S.R. 60 <br />830 <br />2930 <br />43rd Ave. <br />12th 8t. <br />16th St. <br />16th St. <br />830 <br />2935 <br />43rd Ave. <br />S.R. 60 <br />S.R. 60 <br />26th St. <br />830 <br />830 <br />26 <br />