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• • • • rba• • Bermello Aiamil & Partners.Inc. • • 'y • 1 �4p � :� C "'.Q1111 111 Mm� 7f 1 BiiPiir7i.iw7 l:-oi rnin Ji - _4..aa.u■.■q • gt ® 1 t��p 1•-• t711T7111i wl,a ■ua<. tooth - re ��uf„"oO d ---.- • ' T I., I pmrEril iit t .: 1� a . . ` '®• Inn 'I 111i11IQi ., m1•• . .i- ' 11n 7'la � 1 • Q'191; HJL • y- pd ��rinmF Duorlrer o -e o�iaW-rr .1 n� m m In r to •■ y, Doan■ 1law�q- una .� nnao 1 ® II� 1 rGl 1..�••" tm m p1.t L 6" cilli Ei v41i�e�i�a�'trim+�c -:-.41"ii E r • 1 -. •00- 1T7a■IB115 �i ■■ ups l-Ooilaaai ,f? _ Alfa = i as _. r;: iiacru■ ,s■ 1 ® _ 1 ' ,� • •iel Tj1117Q .i _�. . alllal)111aLlicomffir ,. ulnCllo♦ _.�. .Porimao �µ ii ® a� "� f ,. ,'m m fl'Y ■ 1 •• i al to laallef non m 3u1M =amine n SIIT_rri_ li r Hi eafaaeullw■, + ■luafr n5- a•atu■ nor •. til soiti If 1 • t _ �� _ nfl w1.01 m!Lt fit i sting .l •a �=eaatoai•4-nista :aaf■ua■ . • l ••`, .�rye -W IIL Ia t • 'i. •• t - ritliRiOuf■■ l J uiiM'a.■ ■■ 1 • 1 • it--a , '■A r - �• a I. to 1.„ , �■0000a1II1a1M t•-a■ll 10■i-_m N•_ _is II luau . .. • Fill 111 til i - }1� i is p -W rnEv til fll 10. .S1"' 1 le,iL66 111111F-11 r:-an,m■a11 na::: ;;aril .. • gar pais . r+3F.: 10111`111I . v - w�yaac ■ l �p¢ga�■a •■ ■ t1--- III i • �° Y rri 11 I [It:, u.,.l ----a f l • co.."-.1,-0, 1-- I _ _ • y�•y� -�_,r ,' .{r IL-1 �. r_ • 1 —s"^_-....7.1-, `�Jam .- �^+ . ` _ • • ■ �`..:R Y.[- ,, - - . ' . - . . i �'i..-•T—T_._ _ -G-� - '^� - ' t Cain°'{ n -; �-, "t. --- - - { ' ,amu_ --.." i _.at 11' 3 f i-y ,^ • s5=- ?tr-i�� - � �Jr'-�- aleTk7r�_ . - �f•._ 'a'L��"". ��. � • - � P • • Miami Circle Seawall Bermello Ajomil & Partners, Inc. (B&A) was commissioned by the • Miami, Florida State of Florida's Department of Management Services to help re- • place a deteriorating concrete seawall that threatened the secu- • Client: State of Florida rity of an important archaeological artifact known as the "Miami • Department of Management Services Circle". the only documented village site of the Tequestc Indians • Cost: $1.5 Million of South Florida. The current seawall was in severe disrepair and Completion: 2009 required total replacement. • • B&A provided full service marine civil engineering services from • design through bidding for a new cantilever steel sheet pile seawall • in 15 ft. of water. The new seawall was designed to be located • within the existing seawall footprint. The Stole had also stipulated that tiebacks were not to be used. B&A was also commissioned • for emergency temporary repairs on the current seawall following • o site investigation conducted by one of B&A Civil Engineers when • c portion of the existing wall was discovered to have collapsed • into the river. The emergency repairs consisted of stabilizing the • riverbank with gabions and relieving soil pressure on the remaining • portions of the seawall. 38