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Page 18 <br />Figure 5 2045 TRIP ASSIGNMENT <br />7.0 - ROADWAY SEGMENT CAPACITY ANALYSIS <br />The amendment's impact on the roadway segment of Collins Avenue/SR AlA was examined for the AM <br />and PM peak hour during short-term (2025) and long-term (2045) horizon years. The analysis took into <br />consideration the short-term growth on the area's roadway based on the FDOT historical growth rate <br />between 2015-2019. The FDOT historical growth rate information is provided in Appendix E. As shown <br />in Table 3, an annual growth rate of 1.20% was found in this area and will be used for the analysis of the <br />short-term and long-term impacts. <br />Table 3 FDOT HISTORICAL GROWTH RATE <br />FDOT Count Station <br />Description <br />Historical Growth Rate <br />87-0269 <br />SR A1A/COLLI NS AV, 300'N NE 172 ST <br />0.42% <br />87-6179 <br />RAMP 97210005 FROM NB COLLI NS AVE TO WB SR 856, 200'N OF COLLINS AVE <br />0.06% <br />87-6180 <br />RAMP 87210006 FROM EB SR 856 TO SB COLL]NS AVE, 100'E OF SR 856 <br />3.13% <br />Average <br />1.20% <br />Tables 4 through 6 provide a summary of the AM and PM peak hour roadway segment analysis for existing <br />traffic conditions, short-term (2025) conditions without amendment traffic, short-term (2025) conditions <br />with the amendment traffic, long-term (2045) conditions without amendment traffic and long-term (2045) <br />conditions with amendment traffic. <br />FLUM AND ZONING AMENDMENT TRAFFIC STATEMENT <br />M <br />