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Page 19 <br />For this analysis, a significantly impacted roadway segment is where the net trips from the amendment <br />contributes more than 5% of the segment capacity. <br />Table 4: EXISTING ROADWAY CAPACITY ANALYSIS <br />Roadway - - <br />- <br />Count Station Description - <br />Adopted LOS Standard"' <br />Lanes Existing Volume(" Existing LOS (B) <br />AM(PM) AM (PM) - <br />' Meets LOS <br />SR AIA/Collins Avenue <br />87-0269 SR AlA Collins Av, 300'N NE 172 ST <br />LOS E,20 <br />61.04) 2,709 (3,480) D(D) <br />YES <br />Notes: <br />(11 Based on Sunny Isles Compehensive Plan Pd icy 8A Provided In Appendix F <br />12) FDOT-Iffic Online Count Station Fxlz[Ing Two W ay Peak Volumes Provided In Append lx F <br />13) Based on FDOT 2020 Quality/Level of Service Handbook Provided in Appendix F <br />14) 6La -$ix-lane divided <br />Table 5: 2025 AND 2045 ROADWAY CAPACITY ANALYSIS WITHOUT AMENDMENT <br />Roadway <br />Count Station <br />. <br />Desviption <br />- <br />Adopted.LOS Standard <br />- - - <br />Lanes <br />- <br />Exlw.gvolume 111 <br />AM(PM). <br />Growtl4 Rate <br />- <br />S <br />2MSVoiumes 2025 Los <br />Meets LOS <br />AM(PM) - - AM (PM) <br />- <br />AMIPMI AM(PM) AM(PM), <br />2,875(3,693) D(D) YES <br />SR A1A/Collins Avenue <br />87-0269 <br />SR ASA Collins Av, 300'N NE 17257 <br />LOS E-20 <br />6LD1°1 <br />2,709 (3,480) <br />1.20Yp <br />2075Volumes (31 <br />AM PM - 2AM LOS Meets LOS <br />( ) AM PM <br />3,650(4,689) D(E+20) YES <br />870269 <br />SR— Collins Av, 300'N NE 172 ST <br />LOS E.20 <br />6LD1'1 <br />5,508 <br />Volumes L Tdp Dishlhutlun 2WSPrp1e6Tdps 1025Tatal Velums <br />AM(PM) AMIPMI - AMIPMI <br />%Signfl—.20650 dreaterlhan 5% 205LOS <br />AM PM AM(PM) <br />(1) Based an Sunnylzlez Compehensive Plan Policy BAProvlded in Appendix F <br />12) FOOTTraffic Online Count Station Existing TwaWaV Peak Volumes Provitled in Appentlix F <br />13) Based on FOOT 2020 Qualily/Level of Service Handbpokprpvided In Appendix G <br />1416LD-Si-ne wided <br />Table 6: 2025 AND 2045 ROADWAY CAPACITY ANALYSIS WITH AMENDMENT <br />. <br />Rpadwry - <br />[punt5tatlpn <br />- Desvlp0on <br />Adopted lDS Standard 14 <br />- <br />lanes- <br />s <br />20t5Vnlume - 20ZSProl,d Tdp, bMSTotaIV0lulne <br />2015THPDI Iullon <br />11 <br />165E+20Tbreshnldr <br />%518nfitance 2015In 2015165 <br />GmAer than 5% <br />- <br />AMIPMI AM(PM) AM(PM), <br />Wpm). AM(PM) <br />2,875 (3,693) 59% 58(74) 2,933 (3,767) <br />1.1%ILA%) NO 0(0) <br />SRAM/Galli ns Avenue <br />870269 <br />SR— Collins Av, 300'N NE 172 ST <br />LOS E.20 <br />6LD1'1 <br />5,508 <br />Volumes L Tdp Dishlhutlun 2WSPrp1e6Tdps 1025Tatal Velums <br />AM(PM) AMIPMI - AMIPMI <br />%Signfl—.20650 dreaterlhan 5% 205LOS <br />AM PM AM(PM) <br />3,650(4,689) 56% 54(70) 3,700(4,759) <br />1.0%(1.3%) NO D(LOS E,20) <br />FLUM AND ZONING AMENDMENT TRAFFIC STATEMENT <br />113 <br />