HomeMy WebLinkAboutDocumentation_Emergency_Tab 03 _02/02/2006 �Q��
F�S�R F{uz CC111�i T04V1'f Suite 1 f OC? �4lcrili»,�� Acklr°ess
T���S'I''ON i05 Sai�lh FI��gEer Drive Pox� Ot�ice Box 3=t75
Q� �r�-+�- Tp��+ � A West Pu[m BeacE�, rlori�a 33�t0! West PaEm Beach, Florid� 33=t03-3=175
(.7� .E Vi7 �.7� .CL Telephcme (SG1) 65)-,{)f)O
Atturneys and Guunsetars
Scatt G. Hawkins, Esquire
Board C�rtifisd in Business litigation Law by the Florida Bar
direct Di�l: 5&1-650-0460
Dir�c# Fax: 561-65Q-0436
. E-Mail: shawkins�jones-foster.com
January 3Q, 200fi
VIa E-MaI!/PDF
Mike Couuo �
Village Manager
Vifiage of_Tequesta
25Q Tequesta Drive
Tequesta, Florida 33469
Re: Vil(age of Tequ�sta Bridge
Dear Mike:
This fetter is in follaw-up ta the discussions we had on Friday, January 27, 24Q6 which
included the Police Chief and Assistant Vi[lage Manager, Robert Garlo. At such time,
we discussed the recent communicatian by the State o# Fforida Department af
Transportation wherein the Viliage was advised that it shou(d discontinue allowing trave!
aver the subject bridge in v'sew of apparent problems vi+i#h the structure. �in such
conversation, you advised of the recen# inspections that had been conducted, of the
DOT's suggestion that the bridge be clased, and that you were calling an emergency .
meeting of the Village Caunci( to discuss how to proGeed. As we discussed, it was my
judgment at the time, based on the facts presented, that the Village should exercise its
po(ice power to �lose the bridge consistent with its obligations to pratect pubfic safety
. and we(fare.
In our conversation of early this morning, you confirmed that the Viflage Council mei on
Friday afternoon at the expressly called emergency meeting. You further confirmed that
the Village Council vated to have the bridge closed and that such closing has indeed
occurred. Fu�ther, as t undecstar�d it, staff and mem�ers of Village Councif have
undertaken steps #a disseminate informatian an the bridge closing and that you are in
the process af ineeting with staff to formulate a plan af ac#ion for addressing this .
problem. ln additian, it is my understanding from aur conversatian that baat #raffic is not
permitted under the bridge which is afsa a significant concern given the number of
boaters who live narth of the bridge.
wu�ur.jones foster.cam
� �
Mike Cauzzo .
January 30, 2006
Page 2
Mike, regarcling these' various issues and baseci on our discussians, I want to
emphasize these points:
1, Based on what you have told me and from the comments that were also related
during our canference catl on Friday, I believe the Village o# Tequesta Gouncil
has acted prudently in closing the bridge. I�see that the Village has no choice in
this regard given the infarmation that has been pravided ta date.
2. l am extremely troubled that the Department of Transpartatian did not provide
waming of the structural problsms that have apparently precipitatad this
immediste closing. As I understand it, the Department of Transportation has an
ongoing obligation ta inspect the bridge and to inform the Village of Tequest� of
its opinion on the integrity of the structure and the serviceabili#y o# the bridge.
White I have nat yet reviewed any dacument5 in this regard, if is my
understanding that you are in the process of coqecting documentation which
discuss�s the DOT's ongair�g maintenanGe obliga#ion, its obligation to repart to
the Village of Tequesta, any information and communications regarding recent
inspections which resulted in the determina#ion that the bridge nesded to be
closed.
3. As discussed, i will review fhe documentation iden#ifed above and will prepare a
letter to #he Department of Transportation setting forth my concerns, as counseE
for the Viflage of Tequesta, that the Department of Transportation �has put the
Village of Tequesta in an extremely un#enable pasition. The tetter wil! be crafted
in order ta go on recprd explaining the great incanvenience that has been fhrust
upon the Vilfage and the exposure af human health hazard that has resulted from
the lack of the DOT's praper warning. f will submit the fetter to you fpr review in
advance af it being finalized and I assume you may want to confer with the
Mayor in this regard. There may be additiana( comments that need ta be made
depending upon the documentatian #hat you send to me far review.
4, With respect to the DOT, i will look at whether a(iability claim can be stated
against the DOT for the tremendous burden that has been placed on the Village
of T�questa and its citizens as a result o# the D�T's (ack of diligence and
waming. Please be sure tha# your staff keeps a recard of alI activities that are
undertaken in connection with the bridge c{osure effort. In addition, the record
should demonstra#e alI hours devoted #o such task. This record should include
infarmation an the following:
a) Any inspection related activity; �
b) Any road cfosure activity;
c) Any activities associated with regulating traffic;
Mike Couzzo
January 30, 20�6
Page 3
d) Any faw enforcemenUfraffic regulatian activities;
e) Activities associated with communicating with the public/press regarding
the raad clasure detail; and,
fi� Activities assaciatetl with formulation of a pfan of action for addressing
bridge repair/replacement. �
Mike, as alluded to above, it is critical that the Village af Tequesta develop an �
immediate ptan of action for addressing this bridge closura problem. !t occurs to me =
that this pl�n of action should include, among other things, development of a plan far
either repairing/repfacing the bridge, including a timetable of such physical activity. The
plan of action should also develop an infarmatian plan for communicating with citizens
on th� project, timetable, etc. In additian, law enforcement personne! need ta develop
pians far alternative routing of traffic. A similar review needs ta be conducted with
regard to boat traffic. It occurs to me that the Village of Tequesta needs to be in a
position to demonstrate that i# is doing euerything physically possible to minimize the
inGOnvenience to its cifizens and to address this public safety concern an an exped(ted
manner.
Mike, i am in virtually all day today (including through the early evening) except for pre-.
schedufed meetings in Boca Raton this maming. Of coucse, please da not hesitate to
contact me an my cell phone if you are having difficul�y reaching me.
Please keep me posted on the ongoing developments and [ appreciate your �iligence in
this regard.
This ietter is being senf withaut �nal review to expedi�e.
Very trufy yours,
JOI�ES, FOSTER, .IOHNSTON & STUBBS, P.A:
.�
`�' �r,Zrl - � r,�+►►n.�.
�'Y ,
By
Scott G. Hawkins
SGH:b
N:1SGH173t33-1Uthcauao-053-sgh-0i-3 doc
SfATE OF FLORIDA DEPARTMIENT OF 1'RAI3SPORTION '�
�
D: LOAD CAPACITY INFORMA wa►�os�w �
. �
D � 1/31/200
1. BRID� 1 � �
930227 STR Typ� ��� I� BZ(44)] __--- �
Bridge Nnmber S � _ ` �
STR Typa Main LBID ltero Bl(43N s
Poeting Needed YES ff yes, Pcnl�� �
2 V(1S'��G D�! -�: StJ.11T,� 1� ----
YES If y�e� �iating Reatriotioaa
Posted _�--15T BID Item Hl l(70) _
Restriotioae p BID Item H7(31) ;
HID Item H8(dl) �
D. Fe S ' , t
g. AI�1pLYSI3 DATA• C, Analvsis B��9�:- X,�� �
• _..-_----'-�6tga Ike�g Plene
A' ��� � � p�s-BatltRe�oid �14liaofilm . � ;
-"'-"�'- Wa�tinB Sae°e ----� Shop Tks�Bs _Bridge Owaa ;:
-- ,.. e •. - X FieldM�ausamet�t ��sTettLe�Y ;�::
B. . .. Yatea»: _,______-_ - S dt F r � ;
}C BARS Catatogs X__Other _.- _
SALOD - -r' Sample TeatinB
'`BRUFEM `�'-()ti'°'' -------_'
--`-"'� � Ta�t Otha -`-�'�"-
^�- �� " Snbe4vo un' ;
_�- --- �• �.r t,.Y aialvzed F� gent C°°i�°Ott°n �
E. � �� . a{ , Slab _,._:_.. � 8
Steel Sh'u►8a'
X �� -- �` - Ftoor Besm Pu' r C�+�
Cast in P1ace -----'-" Girde�' --�- P�iaB
X Pn��t -"--'Culvost -'-Foatiu8
X pmstreaeed `Cohm�n
-�-PostTeusioned :------ �Gp
Timber
. ` ---- Othe� _____�_ hane•
----- Rolled I F_ aotor. 0'3
� Simple - ' -- Built up Welded
'�'-- Continuous �`-Built-up Riveted BID Item HZB i-- ,
-----` g�� _ � Shape BID Item H9A _. i
Slab � AASHTO (3irders BID Item HiOA __
Non-Comp�ite -- j "-' pther void alab
� --�'--
�-
Q, Load Ratt-i►Q SummArv Tabie•
LOAD 12ATTNG SUMMA�R SF �N�PE�TING RATING
SPAN CONTIL M or Y LLDF
OPR �� SPAN No. I,ENGTH MEM�
VEHICLE TONS gp�G FACTOR 1 M 0•680
TXPE . 17 11A 0.65 1 34,40 1 M 0.680
SU2 11.4 0.35 1 1 M 0.680
SU3 33 11.2 0.32 1 34.40 1 M 0.680
SU4 35 0.60 1 34.40 M 0.680
� 16.7 1
28 15.2 0.42 1 34.40 1 M 0.680
C4 36.6 p,41 1 34.40 M 0.680
C5 40.0 16.6 0.43 1 34.40 1 M 0.680
40.0 17.3 34.40 1
STS 14.7 0.41 1
H5 20 3b gating Factor �_-
HS20 InventorY R��►►B - $'- g :
5. CO � m �� Ey .�esstted concrete void slab with one s n 34.4 ft. in len th.
Member 1 is a
Member 1 has severe corrosion/deterioration. Reductions for material stren tt►S snd section loss have ban en
Date 11311?A06
6. Com �___=-•_ .--- ' • Date 1/31/2006 .
Pcrformed By R. Iceb
Cheoked By H. Kwoh Date
Reviewed By
7. Resiwn+�ble En�neer:
P.E. # Shuan_____ K K" �
Date ` 1/31/2006
a Jf-1N-31-2006 15:47 FROP1�41�_PROCEN .r.. 305+415+6883 T0:551 575.6245 P.1'7 - �
, . �
� , ,; �
- � ti
: �
u,s. �a�x �v� ► . � � � �
a��
�e�ent� Caast �uard D�strict ; . � � � Q � �
�'Y'�a�@ �1�IIC�1 {�O{f� ��_ � � �i � p � � � w �it
]�r�C�� ��a. I+'et�e�r81$1li�t�iIIg � � � � � s � � �
90g Southeast 1� .�.vem�e � � � � ` �
�
. ri�iia�� �Ior�da 3�323I�305� � � m ��
. �� � E .
� .
_.
, op �r �� �
_ �� ���
�� * • � � � �
3 • '
3
a�w
� �,, d-r, � �r: � �+� ,� .
' r�'..� — rt:* —
�
,c:.. .
�'a- � �<'
F �: � �c � '' c.:�`� J ,�s� ' f_ �. �,/ �` !2 y'' (//^ �"' {' _ /} �/
' �.,,,�. / GY f L.J - � V t�l` /� " �6 { 1 �r C�J fi /
N�.rnber �f Pages 5erit — Xnciuding cover shewk: �
. �rt�YTi: 8 ���'�E �. RIGH* AREA MANAGsR f��KiT�I� D��r,��� �a s oF TRAN�POR�.nTZOt� T�T..�izrrm�
, � , � C � , ��� �
_ 2,4 FF � �
Phon�: (3�}5� 4I S- 67�5 Date: �/ �'t a�"
f
• OR .
C�'�7 (obr� Fax# ����� �:�5-��$7 � 305 j 1t15-6763 r
F..E����]�: �-�-r-�-y--�- U�- ' �
��-�--- � � J`�� �
�� �
, JAN-31-2086 15:47 FROM:41� PROCEN 305+415+6883 T0:561 575 6245 P,2�7 �
�
.�.. �
� �
Bridg� Dat� Forin
:�file Number �':`��.•� ' �iA� : Numbera#Ts�ffic Lu�es '��
,�,•1�._ �.�.�..�..,:+i�.�
�Bt"(Uge Ofticial Name i .. _ _ -� '��-� — Numb�� o� �tidge Leaf's :�
�Brldg� t,�a! Name _ �� _� �+� .` :. * �
.. •--_ . ,.
... r,;_, �.::. • : . r.� . '�''� _^+ r _ � g��
s 8s : c 'p� ,�5�: I 1
x � , Z
c . �iS ?F si� � r
. �e tirvy Name ;� .��:u-> �,� :•s, ,�,�.;.., ._ ��~ .
r
� � :�:� �,..,:. .� . ;
f3Ndge lAtatervrrt�y �' �'" �`" � B�� l .i
� ��
� �. �
CQU�nty �t; �+�dr�:';�°?�;.. • � � �°, . �
. M •
AAife Matee�tccer
, , T�er Pen:
8�i0t@ - �"
: R9S M$Q ��` �: °`
r � �°�
�Brisig8 Type �' ,��:.��.: (ittSpOr�abl� t��+ouP �": .``?:
.
7cafflc 'lyrpe �p �ti:: ,..� �s;T t)wner�hl • "` �z_ y. .
�._,.
. �r��� �� �. ����
i
'P��i1Nt Apj��G8L30�1 �� �''�'=`:;�.��� Gonst+uction Statt �18adline {3yr�j �t;.-,�"��',-'u".a.,'�
Petmit Recenred Date ; � ;:r :��; , �" Cot��ructio� Comp�te i�adliae {�rrs} •�,� ; . _
,'
Pernii# Issusd �ate ��l.i�"i�_:Y` Ac�tuai GOnstructicm St�it t)atie �'��:�-
�:.�
�Pennlf Num6er „�,��.,_�� Actual Consht�ctbn CamnpleRe Oate i��
iPermit I�ui� /�uthorit �
;�'ermit Arnencfntsnt Issued �-� M�ecid�nt Gonstructlon Sbtet Deadline ���:=��- =°:�;_:°,
. �
<Pe,tni� /4mendme�t 0ate .'�"�.°;:;:�;; r Am4ndmont Constttitction eanpie4� Deedtine .. 4..,,a:�,;
: ;;: .
. AI'1�rtdrsfe`i1t /ACttt�l St;trt CiltO � ' .... ; '�"` ;`�-�
, , _ �,i��r,;,<s.:
� Arner�d�rie�t.�Actaai C�mple�e-t?ufe . ;��z
°:x;. ,.�:� . '�_�
�Ext�nstan Approved �� Extenaia� l:xpit�tioa� D�ts • :��a�= :�.� ;
Canstruction C�p�ete R�port Receivad hd� Completion Re�l..5qp�tiitted Date �
,� •.
��tldge Herizontal Clearance (feet) _ ':°��� �'idge NWL lfert�cal Ciearance {f�t) '��.�,.��i_'�.
;Brfdge �AHYV V�rGca� Giearance (feet} ��,;-�
Gtaarance �a�s U F�ntlsr Sy�tem ��' kavigaliwtal LightJtfg U .
Tsa,ffic Repart Date �� �
ADT Wintar We�kday Tc�tai ������ ADi' Y�int�r Weekend To#si ���r
ACtT Summer Weekday TataE _ . �'--, .. . _
_r�:,;,=:.� Af�T Sumr�er Yiteekend Tata1 � �,
..,... r �,
Yeariy Op�an�e�y Repact Oate ���� Totai Year�jr pa�ings
y ..
....
, ,:
. .._-:.. _
_.... .._... ..._. -- - ._. :.. ... . .._ —
"' . .. .... - •-"'. . . ... .. _..__ ....._....» �_. ., ,r Y _ _ . •
�
�
�
i•
�
. J�N-31-2006 15:48 FROM:41� RROCEN 3@5+415+68E33 T0:561 575 6245 P.3�7 ��
o � r'.
�' ' � � � �
� FM
Q
�� w
a� `$� � 1
� � Q�� �
� �
� � + � ' . . , . .. �� .
� � � z � �
� � _ �
�
s .�' # ,�
� �. � �
4
„ �' �
o � �
s
� A
�
Y� � �
vi $ � ' •
� v
W = � ,
: � m '
. i •• .
u., y � F
vh t�
v
W =��
�.. Fwa � „ �
� QM� � �
a � tu izd
� � ��
� �
t� a a � b
� � ro# � �
� e
�
�
� �
w �
r
� � � � s
� "' � ' z
� � o
� �
; � �+ � � �
� � Q
�'- a � � ;
� ` "
� �
� � � -4
� �� � � �
� � �� �
� � ��� ._. �
�
� , �e
� J} � �
��� E � r
� � a
� �� � M
= s� } . a,
a a�a �a� � �_
O�
, J�h1-31-2006 15:48 FROM:4190 PROCEN 305+415+6883 T0:561 575 6245 P.4'7 �
. •, �
l�, , , .. _�::. . _ '-. � _ • . j� . . � - - ..y
� OEPARTMENT �F TH� ARM r
�� �' . AFPROYAL 4F L�CdT�aN AND FLAI�S OF BRII�GE
i
�jtCt�tg by Title Y of an act af �on�resa appreved r1u�u.4t �; Y9,�6, enti
Gsnerat ,Srld�e r�ct c�f 19;�6 (3� �I'. S. G:, �"��-�6aJ aa camended1 th.e aoR,sent o� Co�
'° . �reas wus �mnted for the construetior�, m�aintenare�c�, and ope�tiora of brid*ea
!' and appraach�a t1+,ereto over the �aavi�able urafer.� vf the Ilnited .�tafes;
. ..,
�11�t b1�j��A� sect.ion 5�?$(b1 a/ a�aid act prvvides ticat: "Th� lo�tic�r� a�.d
�� pdane for such �rid�ea slza�ll be csppmved b�J tl�c Clt�ef �f Erc�lneera arcd the Secre-
tatryof �he.drnz� before eanst�'uctaort is cvmmen�ed, and, in approvin� tl�e toc¢tion
:` � and plans o�' aray brid�e, tkey may impose any xpeeif�c oand�ttuns relatin� to th�
maintenaGnee ared operatiorz of the st rue6ure t,ah,ic� t�c'y mcay deem �,ecessr�ry in
�. '! the inteTest of public n,tssvi�tatson, caru� the co,ndi�zons so trrtpoaed shalt hrwwe the
.�
farce nf latv;"
i °
}:: �ttb b�t�trta� t�a � �x�a s� � ��r �
��,, :
, pe.r�ea.�at and. a te�parr�ry c�taux
'' � submitted ptans and a map oj t�ie locat�n o� afbt�td�e tv �ia corWCtructed
� across the NORTH F�RK, LOXAHA� RIVER at �'upiter,
� �` ln �he State af � - .
� �+ — '
;"' ,�O�tl �jt�C'���'�, 2"h.i.s is ta cer�Gify ticaL the lvcatia�t and �sttached planx are
i;
�-. ' hereb� appraveci by th� C`laief af ,�'��`ineers a�d by the S�cretary of �he .qrmy,
��• � pur�suant t� tlie above-mention�d act uf Con�resa, subject ta Lhe foZlawir2g
'� conditions:
` 1. Z�ee diAtrtct en�iraeer in clzara� of t�a incatdty �vithin �cvh.ic7� the bri��o i�
�.
!; ' to be �ruilt �nar� supervise its corostruction in ordcr that said p�ans
� h xhatl he corr�plied wiGh. �
�.-
�: -� �. .,�1� work sh,att �ie so cnndu�tes� uo that tJte �'ree h,awigation of the usa�tertvuy
� :.:
f �,: s�aadl n�oL be zcrcrea.�onably interfered urith and the preaer�t navi�'able depths shalt
���,' not be irripcxired. The ch,anrced or c�annels tlarou�h t3�e strueture shalt be
��>? pramptd� cleared of all fartsework, pil�n.�, v� otlaet pb�tru�tiona plaved theT�in or
; f'C p
�;.. eauaed by t�he conatruction of the brid�e, to the sutisfaetion vf the xaid clis-
i:���: trie� en�inee�, when in h�s jud�rrc��cL the cora�truction work h,a�a reach�d a poitat
� where sueh caatian sh,ould be talcen, arc€� ira a��� ease not later thcxn�ia��_
r
��� d�t�s a�'ter the hrid�p has beer� opercec� to Gra f�'ic.
;.
, ;�
� .
,
_._:,:.--..::.. .. . . ._........ .�.�... . .-, ., .....>..,_-_,...�., . ,. .. _ : .. ._.�..:,,.. w:
J'AN-31-2006 15:48 FROP1c4100 PROCEN 305+415+6883 TD:561 575 6245 P.5�7
� . . �. • :• . M ' . �
, S: The aAPravad T�by g�ranted s�att cease and b.- Zt arid rroid unl�ess the
....
� uctuao-1 constructian of tice brid�e be cammenced u� Jt��a 2, year(�) and
? completetl wi6h�n � years frurr� t�e dcitc of tJ,�is a�8�rum� • �
a
�. .JY'o der��t.�on from the ccpJ�r+o�red plana sh,crli be made �itJ���r. bef�r.e ar a�ter
.
corr�plst�ion of tTr�e structure ur�iesa �he rrcr�clifica�ion o a.c�d plaraa has prev�tousl�
�.-.
been eubsrzitted to and receiav�d tJu approval o� tle� Crue�' of �r,,�ineera and of the `�
;
Seare��ary Qf ths .�rtxt�. •. � .. �
•- • �
. 5. All Parts oP the eac�sti�g bri,d�e ��'LI3:�dd. �,n the a�t str��t�x�e �d a11 ;
pa�rt� o�' �e '��arsr d,etotir b�,dge sh�3.3.� b� • ev.'��,Y �d �'�e s�a,terw�r ;
at+d. the ��a�na1 cl�xed. �o '� s�s�io�ct.t�►• c�� '� said Digtrict �ng�neee�r not i
lat�x t�em 9a c�ys e�x tbe� n�w b�t+� ��� bee� apen.ed to t�affic
� �
f
�
��l1Yt�� �jt�t� r?�ave hercu�.tc3 set m.y ha�d b� dzrectio�t of t�r,e Ch,ief of
:� 1�x�,�►ineers this ---• � —�-- day of --Deae�mbez��.19l53.
;
. .,._„
�: . . ""'�
a; ,.
�� t�nx.w.�rR �. ca�ssx�t
;`' l�or Cenerai, tT3�b.
' � Direatar ot Cxv�.a. Ao�l�s
, (.A�ei.�'�aaat to 'tt�e Ch�.e�' of �gfaeex�
� Civil �tOr$s )
�
�� #�tlttit� �t�t0� I have het�eurcto s�t m� hand b�y directivn af the .qgsistant
� Secretar� af tFze .lrrn� (�} this,_ ,�� � `- daU °f�ec�r--.�.96J. �
�
!
'
i �
CO � l�
� i�
I
,;
�� �?� r�var�s �ric� w►Y as �a (�f �3 � os.00��ao�a:�,►..o��o�...
a�o �sass
t
-��f. . •.;�-- — r�- ;�. .,. pe �: .� .�—„,,,..,
' �~ 7: v��'d +�lla� `�fi
;�„ a ;i!�
. JAN-31-2006 15:49 FROM:4100 PROGEN 305+415+6883 T0:561 575 6245 P.6�7
�
� ��� � �,, �'
\ t �a � t/ G �,�,} _ W `V
' � � A �� � � � � � � Q
. a�c �j���1 qw
���� . � h Q
� b E � . �• t � �� �, �.
. .� �„ f ; � (� q q � � � �V 4�.
� � � � ��°��` �`�
, 'r � �` � o � o ��� h
"� : . � � o o �r
� � v v
� � Q� �l,
�i�
� ��
� �Q
� ..
. Q �o
titi
��
r-- -• ...
i � �
` � � �
'� V ' � ' G °
�' i � �
< < � ti,, �
.� 'm ' ,� L � "
� ' ' � �
� ,
`�..c � � � � � .c � .
� � ,� , � � o
'� 4 � � 4�i � `� � 4 �
�� �� `� � � 4 �
�. � � °' � q� .1�. �
� ; Q; � Q. � Y O
:�� � �, h .,,j �
a� � � v
:, r � � � (�
� �� � � � � ti
'� ; � ; � � � � �i
� � W � • •� 4
� � ' � r � "
� '
� `- --a � � •° 'J
n �� � � " N �C o
-� a �.� U
� � O Q
y �
�a1. • �
����'�' °
c °
rrnc� •a
, Jf�l-31-2@06 15:49 FR�1c4160 �N 305+415+6883 T0:561 575 b245 P.7�'r
� �
�. , k � � 41
� . �:1�� �p
� � a„ � �4:��� Q
� �� , . � ����� �i�
a ��°i �� � ���� ��
o � a �. � � ' W "' � � �:
� �, � � Q � y � o� � �,'� ��4
o +- '�j � � ''�'� - � : � �'°� 1.. ''�C
� a "'� � a , � :Q , � v �� t�.� � k
� �, � • . � � � � � �''`�
'dl � � � U tl� � . •, 1 �t
. V n. � � �? • � : Q � `t
� � � � �
`�� � �' '
�' � � h
r -� -+ � � "�,°�, �
� i ` � � � �: r .
, f � �,,� � -
� �
� _�
�, � �
'b °' � ' � - .
�� � ;� __°
� � �
, Z
� �� _
�� � � o
� � ; � � .,. _ �u
, , ,,� , �
' -�
, , _
� �
, _
I � f O��
,� �
1-�'1 �
.,; ; -;
� i ; A + �
� '
� � � 1
� _, pc . �
,
� fld� d �, '1
R ,� � S � �
� ^� M
. s
_ :� � ` � � H •�
� .� � � � � W G, R. R' `
. �
' f , �- f { .$ � �L
���.�� �� � �
� . . � $ � �, .i � a � � - �,t
t �, . . + � h,�
� � � �p O � � �` ' Q G� � o �` ,
�.�,� L R a
� � � u � �� �
.'�1,. : ; �� o �a `�
��.� �
. .. *.._�C
`�: � . � (�t�) ��ixs
.�: ., t =
_��__.�_�.�..r.��----A--�-�--�-_ --�==�==_._.____�___..�.�.____.
INTEROFFICE MEMORANDUM
TO: VII LAGE MANAGER R e C@{ V e C�
FROM: R GARLO, ASSISTANT MANAGER �� ��C�Is �� �
SUBjECT: TEQUESI'A DRNE BRIDGE
DaTE 1/30/�� �! 1 ���.�� tT-±1C�I� �'Jff
As requested, I conducted a complete review of the Village's historical file on the Tequesta
Drive Bridge. The file has been forwarded to your office in chronological sequence unde=
cover of a master file inventory sheet.
Pve also forwarded you a copy of the preliminary results of the investigation conducted by
KCA (FDOT Engineering consultants) over the weekend. In additian, they will be
providing a load rating analysis to supplement their findings. I will keep you apprised of
their progress. Please advise if you have any quesrions or require any additional information.
�3022� oi/�s/o6
Eler�ent 39 F/5 Con�rets S?a� ilnits
'The 1` k�de :as�-in-p'aee se�^�iors alo�g the autsidA of s7.ab uni�s 3 and 9 in Spans
� tY:rtiug� .5 typically hav.e _ongi�t�dina:: c_acscs, a��acn�r;aticsrs an� spalls some
�ritl: expesed �ebar �o� apProximate�v 3j4 �f �he sgan l�ngths:
T2ie`following is a 2ist cf s�alls andror"�elaminaLions noted..in the slab u�i[s {3 ;
�h:_augh 9} that st.�p.�ort Che roadway. A�.1 Conditioris no.ted are aC -o� c+�a�- mid=span. �
AlI �xg��eci pres*ressed c�bles have approximaLel}� ZO� to 30.$ sectiori.loss and all `
�x�os�d - rebar _has a�proxima�ely 3C� t 50� sec�ion 2oss t:nless athez nateci. As
- 1iiLi��1. 1:�9Gi,iF7CI �c�ncret� was rernov�d as possi:ble .ta dezermine the cvndicion. o�- L:ze
grestr�ssed cab.les.: . ;
�-4: 8° x 3:5' x 3" spallJdelaminasion wiC�s expose� zebar l3? �aii� expcsed
'pr�stressee3 ��I�s �5�
i
�_7. 3• x 3'• i� 1" spal {na exposed s.teel.j
#
2= B r �' .x. 3. S' x 2" s�a� lldel.amin�ticin k`�t2i EX�YO^a@L� r��ar. �,2 t i
3-sc i�3' x:3' x.2p s�ai1/delami:naLion Wi�h.expas.�d reba� (:3� ;
3-4:.1�' x�' x 3" spall/delami.nation.wivh.exposed rebsr (12i a�d.exgosed i
prastr�sse� cavles (13� t�o wsth lOtl� secci:on ltssa i
;
3-5: 13' x 3. � x 3" spali/c3elamination wiL�r eicposecl rebar (�} ar3 �xposeci
pr�st�essed caales f8? two with 1Qo� s�ct%on loss .
3-�: 2�' x�' x 3" spa11/delaminatian witY�� expased xebar {tl, �nc sxpospd
�r?stras�e�� ca�Ies (22) alI wit; Z00� sec���n 1QSS ar�d a 1f64" tU 1�32" wide
tra.�s��era? crac:cs a� cer.�erlir:�. It �ogears Lra� th=s s2a�r is fra�tured in two.
3-�: 28' x 3.�` x 2" s�al;ldelaminati�n ki�h exp�sed reb�, .(5i
3-�_ 18' x�' x 2.5" spal�%delar�:nat�on wiLn expose� reY�a� ,%? 3r.d �xposed
prestrassed cab:es ;�}
:
�f-3: 18' x 4' x Z" snall,�dzl3mi:ati:r_ with exposec� r�bar (2a
�-� ; 5` x 3' x 2" spal l, de=a:r.ina� ion w�th z�osec r2bar t 2)
4-�: �' x 3' x 2" spa111de_a:�:ina�ion wich exposed r?bar t_31
�
4-5: �' x�.5' delaen:natia� an� ?" x 5" x 1,12" s�,a » w_th �xposed re�ar
�-?: 4' x_�.5' x 2" sp�ll/delamir.atiar �zth exp�sed rebar i2;
4-9: �' x�' x 2" s�allj�E>amina�;on with �x�,osPd rebar (1;
�a�� 1 �f ?
z
L '(
_ - � '_£ � ,_.
. .. - _ , . . ., t _ . - � . : . _ . ?......._ h . __z � .?wj-Y...!`�' �:
� (See attached.file: 930227.pdf)
,;�
-�:�
':.':l
�
� .
�
�
�
, 3
Mike Couzzo
, rom: Tequesta Mail [rgarto(c�tequesta.org]
ent: Tuesday, January 31, 2006 3:37 PM
to: mcouao(d�tequesta.org
Subject: FVV: Bridge Posting - Br. No. 930227 �liage of Tequesta)
9ao2a�.,�n
---�-0riginal.Message-----
From: debbie.meyer@dot.state.fl.us [mailto:debbie.meyer@dot.state.fl.us]
Sent: Tuesday, January 31, 2006 9:23 AM
To: rgarlo@tequesta.org
Cc: peter.nissen@dot.state.fl.us; jose.quintana@dot.state.fl.us;
carlo.ferrera@dot.state.fl.us; poqrady@kisingercampo.com;
tlocicero@kisingercampo.com
Subject: Fw: Sridge Posting - Br. No. 930227 (Village of Tequesta)
Bob,
The following includes the Load Rating Summary 5heet from KCA and their
evaluation of the condition of the slab unit 3-4 in the westbound lane.
I
will farward any additional information to you as soon as it becomes
available. As we discussed, do not hesitate to call me if you have any
�.estions.
Thanks,
Debbie Meyer, P.E.
Structures & Facilities
Phone: (954) 777-4642 SC: 436-4642
Fax: (954) 777-4697 SC: 436-4697
Email: debbie.meyer@dot.state.fl.us
----- Forwarded by Debbie M MeyerlD4/FDOT on O1/31/2006 12:17 PM -----
"Tom LoCicero"
<tlocicero@kising
ercampo.com>
To
<debbie.meyer@dot.state.fl.us>
O1/31/2006 11:37
cc
� <carlo.ferrera@dot:state.fl.us>,
"Patrick OGrady"
<pogrady@kisingercampo.com>,
"Rita
Oglesby" <hskwoh@verizon.net>
Subject
Bridge Posting - Br. No. 930227
1
(Village of Tequesta)
Attached is the ioaa capacity sheet for the referenced bridge. The
analysis
results indicate that. Slab Unit 3-4-controls (WB travel lane?. The
strand
reduction for this slab, based on our recent 1/28/06 field inspection,
shows that of the bottom mat of 22 prestressed strands, the
deterioration
at mid-span is as follows: 2 strands had 100� section loss, 11 strands @
50� section loss, and the remaining 9 strands @ 25$ section loss.
Reduction
in material strengths was also accounted in analysis.
'�he analysis results indicate that the bridge should be posted for the
and STS type vehicles, based on the Operatinq ratings, at or below 11
tons, 15 tons and 17 tons, respectively. Our recommendations include a
blanket posting of 11 tons, if the bridge is to lae returned to service
(one h osted speed
lane - two way traffic), a continuation of the 15 mp p
limit,
and strict enforcement of said restrictions..As you are aware,
photographs
depict he�vy loaded trucks crossing this bridge, in lieu of the past
load
and speed restrictions.
Immediate corrective action by the Village of Tequesta is required to
restore the bridge's two.lanenco Woratingethecrepairs/replacementdofKthe •
will prepare a new analysis i p
bridge's superstructure.
Also, Bolt has completed the underwater inspection on this bridge today.
No revious routine inspection.
significant changes have occurred sin analysis will be sent to you,
The completed repo�'t and load rating
accordingly. If you have any questions with the information at hand,
please
call me.
Thomas A..LoCicero, P.E.
Kisinger Campo & Associates Corp.
'70 Bay P1aza Blvd., Suite 605
.mpa, FL 33619
" phone 813.554-1919 ext. 509 �
fax 813.621
tlocicero@kisingercampo.com -
2
,
i
930227 Ol/28/06
�.
��
�
- � _ �a;;
�F-Q..f `K' t ''' .....-.�a�_�r ,,. 4 ry,, .— .ar f � „c,�i; e S � Y ��. •-4, .
`��..
`• .. . ?
�i � _ _ � �'§='�{��. �. t . . .
�� .� � ,.�,
�
�—.� ,�. ,�' �� :rs
��"'�r" `' , fi�' � ��.t .'� "„�.[�-"�'� ."' X�sr -. � � 's''"k+'�" �0°+er...." .� a ~ .
��: i.1 ��,�'tN € � � c,k .- . $ .. � �„k �
''� ` . � ,z` vb k��"-��' ; � �.'�c'� r � r � � �. �
� � , ��-� :.��
:�.�.=' ,:�'t :r�`� -„i _ .
t � ' � _
";�.�.
�.:�
: 5
�._ ,... . . _. . . ' . - . . � . . . _ �
._ . . _ . '_ � '
F'-:r�`': •- . .ici : .', �:'E,'';;' i � i
F a '�- , 3. �. � - .,.�C'-?,�,�;• �!e� �ilQ� � _ ..
r,�.. �"'r ��}�T°� ' � � , 3 � 7 . � ��c�, q s�q 4 ,
; � � <
,� y�
_ h�v r _ _ .= � - {�+'{„ �
� F �,`trT ' j ��F��i�K ' ` .
�sa p S� �� � �
x : ' t��' , �� . � ii� .
'. � �fii- .. _ -. . ' �ti: . �'
�� . � , �� ` I I u�
� � T' �. - � y �, . i .
a ``'� � ' �'�' �-� ' 4 � I .
i � � � .. .. . 'S� I � I � I �� I 'i
' � � ���� � _ . � ,
"_^!�:_ _ . , _ .
. >
d
I
� ..
.--.� - . . . .
,
.
Yi; . �
. . ., . - �s _.
_
_ _��r .
.
.. '
<
-_ _ ..�.. �4".C�"`.t.' ,� ,
,.
. . _ _., "�` � .. . .
� .. . 'Si:.� � �„ .. . r '-' �; - �
� .'' "" k-.. ►�.-,... - . - y �-ta� i �
� ,K�s- �"� _, ` � ::�: I
� -
� � .
{ � t�};�� ` �.: �
t'3��� y"yy
� "i � �.�e- �' E�y �e.�. _ �:� r�• .
i
fi j f3i 'Y& g : = ^ S n `$?. tY �, 3 ��. �.�y� ` � ..
}
ar ��. � �c, ..�� F � n, � .:�
FbY'� �2�:"s. � z ��
„� � � �. �`'E ,
_ ;,—e _ � ,_ '.�.�,
� � ' � _
: � � � ��; ^��
�= s�:� _� i g �" .�'..�` 2.. � �,�; .L -�t` - �c.
� �°- �" ,. � " a- .
'm+`�ar''h�^s�•'�°ai"'�£`-"'� ,.���; '� �# �
_<� ^4> �y� ��f
_ iS�.'- .� a .f�'-� y it - '� , 'y� .
. .. .. . '." __ .- . '�fi<.i_.i...
� ...� �_
- - .� �::__ -��a,s�� �,
_ .__ _ _ - - -�.���_
;
�
..>-, : , <: .: , ` r
. _ , - _ , ::, : :>: ,_. : _ ; .
.... . ;,_ ... x.� �.
. + i • 1
.
,
�_ � �..
� - -
i�'R . 4 y TL ..
» } . ".
- �+p'i � • "k y ��� ' _ ,� Y�d f!_; -
. . yy _ ,� „p�±�• -.
� i � �' R � � S � � ' ':. ...�.
{ �� _ �." _ � �� �'�� y, �, 1 ��� .
;, :. ! r. - . .;� ��, .�
� � '. � �-_. , �..� _ "`'
,"
-+ �'� �' ��' �„�. - .�. - '- '"' � � � �,
,.. ;� , �t . 3. :, �`�. .'�",ya
- � ...�• _ �.. ., �r b. .
-. ..:- .: _ a
"'t �,� _ . . -�.` �.,�a�y..s�� � _. .�"t�'�iG�^ -. yt
-q .
a � g - ; ' '... : �
•4 '.$.+, �:4:.' �' r . �
.
. ' " �r ' ' ...C.- :n .' . `'+:._��r, :p�
� . r � . � ; a : . , � �
x �.. _ ?�`� . ; h, . � �' '� , � '�3'�i .R�
_.. . ,.. ... � �
- .. .,� - F � �:
. ... - ' • ". � . . r Z .$�,P:: �t __::
,� _ fi '
'.�� r�� _ � .
_ - � ' � F t �� '� .
t' � - ��1 ?� '�'�� � _ r ��, � .-
..a-s j Y 3m t ' �
� rrmt.s £ �-�'� �� �; ��"��" ,b�.���,.s� a `�� �- - ;��,�'�.�-� ¢ �` , � ;
F
' '`` � �ts ��°3i�'f.� _ i� �' � � v�`�'4'�.R� Y'� �. ' �` �
fi�� � : �„ 4 r. z �� � : -� �_ ��,��'� 3 E
y ,�� M ... � �wu�"k'��'F'�`7Y^t ��
� " r � Y > . � a� '' . - '` a ,�"}i y�°
Ar �"' �y,��..: � i � �
� a �: w� ht x � � �.� ._' t�..3 r���#'�� s4C '.r £h
,. `:. ' s . ' . � x - iy.; .'t.' ^ �.s�i„�- 'e�°`st i5`.Sx' y4 - + Y
+„ � '�^s s as'i.�� R. .'F r - a ��{- x «�aa�- �y ' �,os} ,- � --a
. � :.�� '�.�1:L` f�d�.F :� � �'�� � � � w 2 Y �.�
'� � � i �� . S, �', s , ..�'
r � . � �,��,,r, :
.:. �4"' 'r�� " ° '-.1 ,�. �.-.s_. �1
. 5
��' "�"� :.a 1 'i..�_�.4' ��7 �'
'i
52
;:
�
...SA
rpi�
:�f
�
93Q227 41/28 46
/
_,
�, ,�, :, ,
` . "�� y , z ,
�� "
�._ ��y�� G �.r f k � p .` .'
? �.
, ' _.. _..�� r -,. .�_:`� ..�_.. .� .. ' .. , . � } � � 1!� t1!Wmi
P:;���._� � 5 g:ab :1ni.ts 3-a a:id s-^
* � m �'=�' d - a= '
" �� ,� �_.� � ..� r t :''7�.� t � r:�
� ' � . -�-�� .
` � �
, .
. ._.
. � . . .
S'
K
>� ,t . '�
������
�
_ �:
� � � �,
� j� �_ � � .� �a � ; � , �,Y
i '� - . 4 y � �. � � : � 4 ' y ,' 7 � '�"` 3�
, . 6 € ��w 1 +.1 1 ���.,
... � y . f� . .
K k����� 7� V
d `
��.t-. . F`� � ��''�r� f � � A .'� �t� � t.F
� � � • '. � �,�. ���.� � - .rs ,� '. � � J � �rg�n �'°�;x J"`�'�`. � � �� .
''� .: ��:, . �Y�- t c . �t'. .: " ��a: +'�:�<��.;y r .
:�� �, � .. f t'fi � r r�`€s�� i` ".z
', '�'� � ,- . .�" � �
��_ '"_ _ •� � '�' ' �. -� -
.. � � 'i i �� � • � +
y ,' '. r .
�° �` � � - - '`� I_ � - + �.
... - r .5 .. 1�T ."
�'. y :. .! . �r�. � .-. �.�. �
�'?�.`� - tiioi' ; , '=�i. �s�
. .. � w .�— ,F _ . ►TrR
`
~� _ . . . -� t :. .. �' w .�' �!►^'""�';��� ��
t..:.... - =.a�'�' � ,�..
.- �. .. . _ .�- .�... '.ay"` = . . . - �Y° � � . ;�'� ,_p` �.. ,
. . . �..F�-� _ "� ��
. . �R _ � . . , '.�.�.��0/► �' 4 +fPMliM ..
� . . - �-ct` .. _ . mA'•. . ,
. . . . . '_ . . . . . �.
. .. . ._.- � 5 . � ,
•' . � _._...vcm . .. . - , - _
-.. . .. .• ) ♦. .., ... ... . ..
' ' - . ^ . •.r . . . .... _.._ << � � _ _ . ,..-` .. _.. . t..'�
- �_1M .. ✓a � � .
I.
�
h
_ .. ._ . -. T'�..
ol/zs/o6
930227
., -
,
.�� ; -•�_ - Y�. - �
�}.j.`�:. Z� 5 . _ L . .
Y :M -
n � 2 q i4� � _ i _ .,d
*�"
� ' _ '
y �� i . � `.. _ -.: '4 `� �Yr7� -
Y ,R � �
� t � - ��� �`�. :-. f `� F �"`� � �� i 7 �
. . _,�. � � : �� l.: -.-.' _;,
..r,;c '� �` . -�< 3' ,�5��' , ��•=� n
1S �(
a� aY; t - � - r , X _. c�� . �s' .� ,f
� � s `= � r � : � �; . z .,� .•r`� :£ ��� 3
, S ,,� ���, ���i � ; t;'�ii� �'�` y.,
- ,�: t `�,`.:� z � �-��..� f +G' . ; ; � �
��„ � � _ � . -� � s � ," ., y
; " _ � ' , �� � �'
� �� �9t �ssi . .� ?�.� + � 1- I .
�PO.-�.� : r,{� � - ., ,.} , � '�� !� y..
' � :-a� ..� r F �": Y ' °�1 � _ , � r �.' . '� -t ; , _
.i�. �`�,af,�me , �.��'3���� [. �..�. 4 - �� ,�i
d� 3.?^].. 4 _ �;� � � ��:
>=� t J >I . s .` �} ` �:� �' :., t� _
� ' 4 � . . ' 3' . ' J _ R. #. 2 $ � 4 ..r � � � � ? �2" • F .'�,.
_ a�• �^{ �.� � �.\ _� iy �� } � .� *�' .
Tp yt4i Yc � t RT�''% . � . � .: ..
' ,�''� y f : � `� � '°"'� ��� 'h � ' : � �
�.. � . '� - : y �' � r. ��`�..,,;�' ..�y ��, � ' I
�� "` �rt ..:t'F'� S �'.,�ew}' { .�,�';'°.'r""'°�?�;; '�1�,..,.,..�!'-•s'..a4:.�S .
'4 -
'� : .,x:
_ _ � �iS -- S �'".,,� - '
�- �„�. > s �" ` � . _ ._ "'' � �." : �
,�icw ��p ' + .1' �' ` v .+. ; ,
� ��
���� a �E.-k � t''^�- �c.,.�'�;�"�' ��, � �� � :� '� n
� �-,, '� _ � '.�� - . ,-�`� � � �- �
. "' ^ -i Se.,'�i -� �' � ,..�_ c� ` - �� � . � _ -' �'�,� :. .
.; � a c�lYt� y� � � - �" . _ ,.1.� v l.�
C _ � ti `��+9`2 . 'k�'.., v
l ; :� - - •:� -... "
� ���'t'�w s �� ,-�,' - " >..� , t.4 , .+.. �'_ivi'�..
_ . �;':nr � a..Y�t=. . .. . . -.
_ j -..:# ti .i�._dC .._.. _ �� - , . � �;t_`t-�;�
�.
�. � -
• '� � ��A� � "�.
� . � �.Fkr�a 'f
';._'�i"..,�p,. _
`°��",.eJm� 7iS11�YA/�l�°ffie! 'P .�..,.. -. �......-;�Rnvrt6V .. . .�.,!
r � �
y �� f�i1
3 ��- �;� 8}s:.. � �i4° �
� �
Y
. . �' � �: ._ . `��* Sf�ta'��
�_ � �
. . ..e � Y . e ' _,� � .-� . s � i .
<.
. .�. � .: . ._ � :
y - Y. '_
+�� � z _
#
� •..�" .HY': 1• .�} i ..
S
� } ^ �. � _ � .. s � ^ � � 4 _
'�7 st � -� '�`.
�::- • �. ��; r>
�� � x.
� �; � � _ . .._ �
`. ,� ; j
. Y ,, �.
�,z °s�+� . - �
�t±.� sr�, - __. .. , � �.- �, .s :
� ��
�r t �. � , ?'-,� _
irF� Yk �. 'h� .. _ _ - .
3 �+l�'�",°.'fi`,�.�^.'F�` u..-' . . -.' y ..yp� . � �
' .. �3;� E^ �J - ' - . �r � , =..i
�: � . - . � . . - ..��� . .
� �ry� .�_.; . . . c .�..�:.:..;sK�fi.:-.e.t-. r.s. .-n+a.,� ,..... �
�Cn. s�
� . `;;.d �`;'
934227 O1/28/06
�.
_ , .�-• ,,�:�,
' �"' " �� .� � � a `��
_-.��r . ._ �� '��
� " � . �'` �' P +'`�.
` � ._�N LL ' ..�
� � ���5. � �. f � :
� y-•. y ' • Y F � Pi��i� � i
. `.� � � y �� , .� . :• !Yr , �. ♦ " � 7 i i
' J -i ._. ' S T `� l 2,r X l3�'y. , �
4�
�P i
�F'-'�. ; : � = �°' f
. �' - : �s, ,� �` t
1 �,�: :
� � ` +'� ,, f � � `'�%` 1
Y
� ; B .
� j•a �'. � ; _ i:. � �� f
� T
�, � - l . _ r � � , ,-� .�..
y' 3 � � � �
- ,a '�±'" i
Y �� �g F _ � i �� �
4�
� � ' y
��<t " -- .� - �c � `'" .:,:t• � -� � �"� ➢
sr � -'� , r` �
� � 4 _ xi � 5 � p �� s . _ � -g / ` .�S �
' ' i "*4 _ ss �t �''` 113,-. �
f�:"� .-� f � �� !
� - �; : M.-.� �
. r - X _ - �" � � �� �� * �
.sr� > :,i - °-. tti_. ...,w ,_-... _- � = Y
, .�
. . , � ..
_ . . . .. . .. r . . � � . �
� . ._ _ .. . y '..+++"„ t,�s�c•�,�.t„'... ..� . _.. _ ... " . . 5
1��:'.._. S ,. w>d :s. Z..i. _.. � ::
' ' F
_ •.:'� - { - .����.�
_ "- ' . Hy ' u �."
. - - +�A � i S i-t
� � .} � _�` j.
_'",�' . . . .. . . _ _ . .. __ . ..
N _ . .. ' . . � . . . . _:��. .
. � : . , x . . . � : l ��
— ' �r�.;J�fy .
. _ .�F � _ N " - n
. . c' � " . .. , y;. . "
. � - - � . � �•¢ � a;.
_ .� x
• r�� ;
;
-�a!5.� � ..�+vs d" ' _ �� � . r �e-�> t
- _� :_ ... . : • ' _ ' ��� ' �"'�..''� _ �
.. °Ye+ . -r'
'^T�:�.` �` . Y � �„ ,ro .r� � �`:" ' '" .
� y _ -
y�.. -`"�`� - . <. .. .
LI
. - . . . . . . ` �'�' ,d _
- , .. - . . . ' . . ..'�
._
. �. . . __ Y' _ _ � ..�{ � � � ?
. � . � v^vl. � a. , F
-` .X' b �. ".. .i.r?y}ar �W3 „ '� .
x, � "$�.,._.�-- ; �
....,, r.. — ,
--- =;'� '-- ._ � ��----- — • -*�:1 r �
_ _,,,,,,,,� .
. � �;��� �. - }y�_
� �.} �
� � � ... �. !�R'+rr�' � :�:: ' �� v c I` d; ��
_ .. � m.:. . .. . .
: �
� . . ��� .. � ..
.�.�.,.+a•��+4" "' .: . .,.._ . , s'..
,.c.fY��, '; - _ . . . � . . . . . .._ - .
�
a
:: "l�.i":: r .: "
.�; r ��E, s4..t �:>�,�:."�
' ... , � . . . . . - ... . �f : ;i.`$ 2 ..- � � `f1-.
93022? Ol/28/06
� � '�'+�-,;, x�`�' —
= ,� - u �$ ' s
" , - y� 3
`�
� Z ��,
�- a - " �
- �:; ' � �
�>. _
- �
�' y,"-
�
�*: - `�
t� � ���� �`` j a' . -
�:.s -yt -- ' . _
w :. _ ,. � .� _
�� g � r �� t � ,
_ , � _ �i:n° ' _
�- - _ .' � r3`
�.� �%f� G `(._ - 5.;;,';
s - r : ,.�i��::�:
. . �� _ ; _:.� _
- _ �
�
� � � t ��'`
� _ '
�_ _. _
�r. �
� K���: � 9,_ - �
��- . _ , . - �. - , . � . . ...._ .
t, ;a _ r " :� = � �r _ f
� , `�'c� -� 9 � ,._ ...�-�ww,�'
.., v _ h
�h�.._.i � �.. ....s.�: '.�.'-._' ..-..
:#/' '7►'�"'p�- . - . ' ���- ~
' . � . . . � . _. � - - �. - t �?� �. o ,
. � ' . _ yk '�' +' t .
� ���. . . ti ��
� � �
..+F �` ..:� . �..
�� ��
,�. � .. .. � � ��.. . �
= Y• � � . � � � . 9p
.:'_� w.�...$. � � . .�'�
�c`t.wX'.'�: .:�._ � i � � . � � . �- :�
� ��.!`�' � - - - - '
� �
� Yr
�F �r
N � � � .. �� - _....?��' .. . # �i
�':, ' S:;_ . - . ':�"'Y'41a � .ft x��
� `. �
'�$6`� v' � r � ' � � �.. y � _ - _
_ . ., . p�
,
.. ,. ,. ... . . � . .
'+x`ati£b�ttTN ' . � 5.; - . . . . . . � 'T c KY' : �l
��� -..- �.'.:. � � - ����
.r . '
. . . .. - .. _ . . �� -£ �`S�F � � €.: . -
x �'�-'N* � . _ • _ . . . r r � g �
. ,���� l � . � - ..... _, . ... ` � ��' Si[55� .
'�+R�..-^r`^ . .. .. - . . � � i
�
. "- _ . . . . . -
s
:
P
t
. _.
�;
F< � ��.
. .��. *fr, . s��''�.�.r't �.x
K '...1 ' . . .. . . .. . . . . . . . � .-. . . .
' 1 �_ _ .. .... .
� � � �
.
• � _ � :� -
'�
.�
. .� `'`� . .. . 4 . � A .:t .
�. �; � .. "} .. /��; .
Y � . � _ :. . '� ��:-� .
' * *"� �� �F` �_ � , t`
,� � : �
'- -+$,. `. -�� � � . '"' �
� ti�` � �. , :� - ' �� ���;
� ''� �` •.=� � �:_�.,
� ��„� - � aw.�• :.; -_
� F � . � 1 ���� . �: � .��
s . ,�,� ,� - �-,-� ,:. g
_ - �. '` � � - ° M � .. . '�.��_
: , 3 � } � �
•s '�-� x �' }� "' , �: I � , I � �
.:. - . � �' � � �.�„� . � � i .
��-' ., �
' _ �• f �.�' •x � � .� �� .
. z� � ���� '� _ �' j.. +w � -�
p �.hK.�r� ''^ :' } _, e
� ' '� � rt �
+a
� v'� ���,� ti �.- ,�,. ' _ ; '' f�3"�`'�° y F � � � ��, s., Y�:a°,� : �
��� a � t � �,��� �,. b .�:��.� - = , _ � :
�,, �.
.�' k � �.' 1 G ����'iP � `�! � 3�� -. .f.
�, / y ��r,i.,A 1�`7°° a.l` f , a^i' ~ �.-^rt
�� � � . . �... � �.- '� �-�'��'��
� vx ` e` - .� h� ' a �''�� a �
r �+'� �� � Y r'„� -1 '��.� �.
;i
i - _ +
. `- �� , ..'�',.: Sns -
�
� _�. . - }�
Il �, �
..._..�..-�- <
.
i
n_
, ..
. �
_,
.
, >
� . , � �. �„
. � .�
�
+� „ �
�L :�'�..�"�".�' �'�'�* ..e'�, � � �
�. : n,,�r,,,�-r;�,;,, _, j
_ j� ,, -"¢s�%�'�' �a.— ..�,- -
":. . ' r �..r ...� •_ .�_ . . . . r c . _ .. . .. _
.. r-� , �f ,; . �, '.�
� - ''�: "�.,�� �. .� �...._- � " "'a' � � � - �
�_ � � : � � : � - j ��
_ t a y�°,` "'� , � `r +��' ; ,�,,, : � '; . �;x � � "�''a.:: �
.. _ ,y. ��
c . ,s,� _
� � ii+Y 6.,�
L �° . �"t���` "�! �.a� � ��.�� � � � � _ Y
��� - .,� ��=` � : `� �y
� . �_
��0�2�
0�/�8/06
�� �.
.�� :.�� .��.. �,. �
� � x �. � � �` �.: � � ~".,...�' `, f� <
i � � , �� . �z ���.w�?+� "°.�` _ ..�'
�-- - �� • �
- �
. ,_ -
.� �, -
_
-A�r:.. . J -
��y t
� •e� �
t� ��� _ � _� � ��� � ��
�� '"' = `��. � � 5 .
�
� �� �;.._. � � i, ti�_ z„�
�- �
�
� ��� ` '� �
, �
-
.
:�; -
.,
. .:�:
.z�
.,t,
: � � �_
� �"�"��„f •��
F r
�.,µ ���� 'ar � K '
. ��e �` x"z
k � ��� , Y ,• 1"r Y
�w�'�a�� ��t �' � ys �i � �r ` , �'+���� F ��� `�, �';
�� � fi r..p ,�^^� Y p? � -. }� 4-.�2 _
ry.+, i ` �; f �,¥�, ^ ,�, J; � ' � '� [ �•; � �
- '
_ �a s a �i�� ,( ' .� - 'T .�� �; .: .
., . 4 {� � �xa� ��, ��� �
��..s��� d ` .k' ..�` -'°,�°" � �� y'
_ ` ,.�,; . . s:�� ..u_ _ .
. . l`."-? _.�'ii� �7!^ .. , . .
_ .; . " . , -,.. : . �. . ;
-t;._ � i_�, c:3:? _... _
- �� �.,:
� �x
= ��
` �" �
, � x �„ ?� t , � , _ �
{ ,�;. �2 tk� s M .���sk ���_ j.:: '"� �� r -�'. �; b..; _..a_� ,,�{y.
� .f t_ � .r. < _ .,. � , i^� � _
S r#° : . ' - � :
� � - n �'� t �i' h *- :
� ,� `�` ? .- � r :' y r ' �� r� 7 . .� ..7.- x. jl
aW' � k . � � � . r" �� . i
- ������sx-� �3�3'� Y� � � r�� � s � u ��.': y' _ ,
f - - -
-- - 1":
�- li
�Y lk . i
T �� �
' ���r� s; 5 � " � � � y � ' ' .F" � t t'k" .� �
i� i ? � _ � ^ 1 � ' �. _ '� •�
' ` �,
i Y �� �. • �� ��
.i"����� ::� { �F!� �:[^�Ce �v� ,���..� �r ;c . ��.i � �-..
. . ... " � 5 :_S aM�-= . . . .
_ -�" 1 S � ' _ �.
�'�� 5� � � � '��i , .. � .. -i' �.+'pr ."
f �.; » ti . . - y v.
'' f�b. - �. . `�c
�
,. ::. �- . . .
: 4^ �
' ;... .. ' " ' "' . . " _ y _
... - . . �_ ... . - �..I.
PW � w '� A + �.s � :� '�'7'Y' s j3'�
;�±�F . . '7 g� .d, � �.:_� �„" 1
y..�_ .r.,a,.'�ry�'."^.wr--< 'L. rr' '4— ;�,� ' '�';�
o,ag'a���s.'�rr°�'e-:�'.,>.., � r:_�.�.r'�� � .
__. . . _ - � ' . .,, j� . ,- _$„_.
�.�
>��?�
. ."...�.5`
� . . _ . . _. . . �-..
- - .. .-:�' � i�.".
'� ±�=28-'e5:14;34' FR�I-ABCADIS BEESE MACON 5614338011 T-106 P@61/023 F-326 '
�� ���A �S R MA �R�
. � 6�75 Laka Warh ROad
l�7frastruCture, envrro�r�n� bui�dings J �"�
/ �,�.w«n�
��.��
'T�LEFi�E � =: Tel b8t 493 S?28
Fmc 581433 E011
; ; . Cert No. 475T
. To: es: :
�� �'C�'$tliII ; .:
1
V�g6 OfTequesta ,
a�e:
� - sobl November 2$, 2005
� .
� � � x-�75-b245
E stt ect ARCAOIS act No.: Thomas C. 3C'�1sen
lLF003106.00Oi 23
� . Phone Numbar:
€ (561) 433-3226
. If you do not reoeive all papes, Pkase caq to !et u� know as soon as po�sibte. �
THig ME3SAIGF� !3 IN't'�NDED ONtY FoR THE USE OF TNE INON{DUAL OR C�P1TI'CY Ta wHICH tT Is ADDRESSEA AND MAY CONTAIN
INFORAAATION THI1T IS pftIVILEGED. CONFIDENiIAE, AND EXEA�T FROM D13CLOSUIi� UNDER APPUCABLE LAW.
'• 2�0 !9dd010f d11S n19fS8Q9 i5 r10t U19 i�Aended �adpi9nt, 0� fh0 91tipI0y90 Of �g611t f68pOrifibl9 fOr d9liVerqip tl�a m9bsdpe t01h9 itlt611ded 1�9dAl6flt� y0U OIA here4Y
-o.J .a: :hs�; any �asem1119tlon� dlsYibution. ar ooPyin6 of INs oanmunica�on is �MwGy prohibited. B you have reaeived thls oommunicaUa� in effof� pteass nol�" us
im^eC'�a7ey bY tabPhone and rewm H�e ariginal rr�essege to us at ihe ebove address vis the U.S. poMal 6erv[ce.
Part of a bigg� picture
� �`-%_-'Z� ��:34 FK(�9-AACADIS BEESE MACON 5614338011 T-106 P002/�23 F-326 .
AR�ADIS RMA
Reese, Macon and Assotiates lnC.
InfrastruCtur�, environment, buildings sas5 �ake worth Roaa
Suite 307
Lake Wvrth
_- �. .
�..�; ,, Florida 33463-Z907
�1ChaC1 �OuzzO Tel 561433 3226
� ,. d n'e'�C Ll85t8 `
3'- < � �.. . Fax 561433 8011 :
�{ v� A�t�1tC�t8C �tl'1`W`�; SUite 300 www:arcadis-us.com
r eque`s�a, �L 33469
' svb,ect:
Te�uesta L7rive Hridge '
Deac Mr.Cou2zo:
�ate:
As you xequested, we have had en independent structural engincer review the above
November 28, 2005
re�ereneed bridge. Prior to us addressing his findings, we wi11 outline some of the
history on tltis project. Contacc:
Thornas C. Jensen, P,E,
'�he Vitlago has participated in the FDOT bridge inspection program for the past P �, o �� :
se'�Cral �ears, whereb�+ a�L70T contracted structural engineer performs a yearly (Sb i) 433-3226
ins�ection of the Tequesta Drive Bridge and prepares a report of their findings. The .
�'DOT utilizes a firm in Tampa known as Kisinger Carripo 8t Associates. The most Email:
recznt inspection was conducted on March 15, 2005 and the report was forwarded to tjense�t@arcadis-us.com
;;r��y preston on August 5, 2005. This report (atiached) identifies the bridge as
��:.,c'�'�^z"y obsolete; howe�er, the only deficiency noted was bank slumping. The our ret:
`{-::'«� Q wC<nowledged this and was about to take Corrective aCtion to have a RF003 ] 06AU01
ccr�accox address. Prior to the contractor commencing with this work, the'Village
advised us that another independent structural engineer de�mcd the bridge to be
structuratly deficient and that it should be reptaced. The Village then requested that
��.* struc±ural subcontractor, Bob Bot'kin of Botkin Parssi &Associates, Inc,
;�s�ect �hc condition of the bridge.
�'Iis independent review was conducted on November }8, 2005. Mr. Botkin's �
summary of findings is attached. Note that this was a visuai inspection only and no
anlyses or c�tculations were performed He identifies dCLerioration in SOme portions
�.��? ^�commends the 6ridge loading be decreased �0% from tho ariginal AASHTO
='�+; -44. ioad requiremer�ts to �n AASHTO C 0 load limit -
i� is our recomrnendation that the Village enact this change as stated in Mr. Batkin's
letter as soon as possibie. Moanwhile, the Village (Gary Preston) shoald uraently
conCact the original FDOT bridge inspector to have the bridge re-inspected and the
'�?� �t�^g analysis perform�d. .
=a� of a bigger picture
11-28-'05 14:34 F�9-AACADIS BEESE'MACON 5614338�11 T-166 PA03/023 F-326
Michacl Couzzo
�#i�A��� RMA November 28, 20Q5
�
�
Meanwhile, if the Village should require any other assistanco on this matt.�r ptease do
not hesitate to calt. .
Sa�cerely, .
ARCADYS Tt1VIA,
� ��� . �
T;�o as C. Jcnse .E.
Cao�es:
3�'1 Rees� � .
�c�c $o*.�cin w/enc
Gary Preston w/enc .
P�:
G\Oaumena rnA SeningslyenunWly Oocume�tslARMA LEiTFR.doc �
� �1-2g_'g5 14,35 FF�OM-A�CADIS BEESE MACON 5614338�11 T-106 P004(023 F-326 ,
t* j � . , . « , i t
.�-
� �-
, ,,.
,�
�Tavember `�2, 2005
prcadis Rees� �t�ori � Associates, Ync.
64l5 Y,.�ke Worch �: ���e �Q7 : . , .
��.�Y'�ort�i, �l �������E� F
,. .
�
A'Z"PENI'IpI� '�'aii �ensen _
, ���` ��c Q�er N�tt, Y'rong of
�C'aARI)�ING:
Th,e Lo�a�tchee Rivc�
' Tbqutista, Florida
FR0IECT I�1Q: 04108 - � . - .
Dea�[ Mr. 7ensen:
��w ,�sp�cted ttr� bridge over the ��'�$ of thc Lo��h� Riwer at your request on November 18,
Zpps, 'The brid�t is cons'tructed with 15 inch AASX�'� P�I �e-�st con�rebe hollow cor� slabs, four
feeC wide, camcd on bridge bents with aoncrete c.�ps and drivcn concreCe piles.
�� �riticaJ stivctural mcmbers in the bridge are the pre-cast hol�lo �C$l��as holow cor�e alabs��l+e
�",„ * J•,�±`e� bay is in the dtsignated channel fot watec veficle tr Pr ianks each .
��;;ter b�y have signifiaant spalling of che conorete. ThcrC are three hallow core slabs (p ) p�
p��� t��"ic lanes for a total of six plan� �'�� � a have completei epatated such that lu p18,nk�
south traffic lene in the center of the sp
no ]ongcr ca�ies load. The brid�e `� to c hcresohat the p1 Ql1 e�t}teT 91dC SllppOlL j11�W
�'r<A b�dge span, tyin� the three plank �
��a3 ;�a� falla an the center plank.
Tf�e lans for thc b�dge show that it was designcd far an AASHTO H,ZO Soa�°� � A20 of
p o:; the sauth span is gQ�e. An AAS�YTO H10-441oad
thc laad capacity
;�ad; there�fore, the bridge ahould be pasted immediatety �it�t a F�14-44 ]oad timit.
v,_- �-. calculstiona indicabe that the center span could be replaeed with 15-inch thick, four feet
.�. �. _�
zr;;,e, cast-in-plaee concrete planks whieh could be accornp�ished one plank and one tane at � tsme.
We suspect that the severe deterioraCion in the cct�l� S� Q f�e cente span haws o�e d erioration
from water trat'�'ie such t►s jet skia. The spans �
-��� �Q���� be corrected withaut replacement. A compon�t of rhe repair would be to protect thc underaide
. L: �e bzidge from salt watec spraY•
Tf you requirc ft�ther information or have any Questians, ptease ca11 our office. .
�es�ectfully, '
-� a;{r�t PARSSI & ASSOGIA7'ES, INC•
s'tobert D. Botkin, P.E.
�,.TtEG.NA.19�e .
. CA#:OOQ02133
�"J�3/e;}±
6141 Lake Warth Raad • Wke Wo�th • FL 33463-3074 561.965.1957 Fax: 561.965.4308
httn�llwww.b�tkinoatssi.com
�i-ZS-'05 14,35 FA�'9-AF3CADI5 BEESE MACON 5614338011 T-106 P005l023 F-326
f �..� _ Kisinger Ca�rx#po & Ass�ci�tes Corp.
�f�
- -, _
` ,,,: engineering � inspection • plannin� ;'�, 98;'�`
!''� ._
:.,•v � w:�_ s, 2oos
Mr. . Gai'y' Pres�bA
Vi1l.age a� Tequesta
P.O. Box 3273 .
Te�: esta, FL 33469
��: �tickoff Presentation o� B�idge Inspection Program khrough FDOT
LoCal aoVernment Consu�.taAt Contr�Ct In 17istriCt IV
^e�r Mr. Prestone _
:�� ..as � pieasure me�ting with you during our Ju1y 26. 2005 FDOT/Owners' Rickoff
?��sentation me�ting. . . _
During the meeting, the fallowir�g inspection reports were submitted to you:
: P�x��gs Typo Sasp. Ias�. 1�te Div� Dstta �lygig Type Ana�ysi� Caaqmet��
'�c. � Date
;^3�227 ?nterim � 3/15/05 N/A N/A N/A S�/A
*�'por. y�our review of said r�parts, p7.ease e-mail (tlocicero@kisingercamgo.cam} or caZ�
me ((813) 554�1919, exti. 509} if you have any questions regarding the reports or
��'�eS information presented at Che meeting.
; a�zcerely,
.
�`�^�'Yy � d �t�+t.+Z� .
''''^.�;^!as A. LoCicero, P. E. •
��:��g2 S�rucCUres Engineer
Cc: Debbie Meyer, P_E., FDOT Dist. Bridge Repair Administrator
��� Skip �'errera, CBI, FDOT Consultar�t Tnspection Co�tracts Coordinator .�
Brandon Oifica • 9270 Bay Plaza Bivd • Suite 605 • Tampa, �1336t9 • Phone: 873/65a-1919 • Fax: 813/62f•8682
vsit our web. site at www.krtaana r.nm
��.-��-'�5 i4;35 FBOM-A1�CADIS BEESE MACON 561433��11 1�1no r��w oL� r-��� �
. i3h��GE MANAG�fIf�ENT SYSTEn� � �
BRIDGE INSPECTfON tt�PORT
�� iD. 33E172�" . . PAGE: .1 OF 3
����i'R�C'T: 04 Foirt Lauderdal� INSPEGTIdN DATE: 3/15l200S ME3NA
SY: �CCA & A���i��s BRIDGE NAM$: TEQUESTA DR/N FORK LOXA
r, . YEAR BUtL7; 1962
�W'�ER. G(t�YlMun�apat`! Agenc .
��RiN', AiNEO BY� �it_yI�luni�lpaF Hwy Agenc SEC710N NO.: 0093000114
STr��iC'TUR� 71�PE :S F�'es�r"sssed Concrete 01 Slab MP: 0.325
- LOCA710N ::t.�#�111t1_t 4JF US 1 ROUTE: 00000
��.�V?^� Tyf�� QN 5 Hi��t��p���is� �ACILITY CARRIED; .7�QU�STA DRIVE
�����; -�v�� ��,p _����y .; ; �EIkT(!RE 1NT�RSECTED: NO FORK LOXAHATCHEE RIV
,. :
_ ,
� i#�iS BRIDG� �ON7AINS FRACTURE CRITICAL CQMP4NEN�S '
(,� THlS BRIDGE IS SCOUR CRITlCAL
❑ THtS REPOR7 f17�NTlFIES DEFIC(ENGES WHICH R�QUIRE PROMPT CQRR�CYIVE AC710N
�'' �. f�, QBSOLETE ❑ �TRUCTURAL.I.Y DEFICIENT
..,.,.
; �� iNSPECT�pN: fnterim ' �
�I�,T� �t�i.€} INSPECTtON WAS COMPL�TED: A80VE WA1'�R: 3M 5/2005 UNDERWATER:42/24J2004
S;V�;q�t7 �,AGS: � pVERALL NBI RATINGS:
;=�,? ��fx $�,a*! �lag: Soffit cradced OECK: 5 Fair
SUPERSTRUCTURE: 5 Fair
SUBSTRUCTURE: 8 Satisfactory
CHANNEL: 6 Bank Stumping
. CUt,VERT: N N/A (NBI)
SUFF{CIENCY RATING- f 1.2
Ff=�.� PEFtSONNEL / TiTLE / NUM6ER iNIT S
,qntona, Nico - Bridge Inspector (CBi#003B3) (lead)
�ti,.��...�v. T;m � gl Tech
_ �• �Rs�GE INSPECTION SUP�RVISOR:
^'3r��y, Patricic - Bridg� Inspection Supervisor (CBI#00274)
C�!� ='�N!NG REGIST�RED PRO�ESSIONAL. ENGINEER: �
' ^�'-��-^ - '!,^�as - PE #31136
,-r. V � �
:'��-�� � .::,� �.�za �iv�., Sui:e 605
: � ,�"ca:4 of Authorization #2317
"aT^�, F� 33619
SlGhATURE: �• ��
r';�_.. 'T lf a �
��PQRT !p: INSP002 (COndenBec� PRINTEP: 4114/204510:59:43
. .
:.,-2$-'05 14:35 FB(�1-AACADIS �EESE MACON 5fi14338011 " T-1�6 P0�7l023 F-3Z6.
- - --- -- - -- --- - - —. . . _ -- — .. .. .....
�kiDGE MANAGEMENT SYSTE�vE �
� BRIDGE INSPECTIt�N R�PORT
:G� fD: 93022�' PAdE: � O� 3
1£� 3�� w a: �i�:'�oitt Litudecda�e _ tNSPECTION DAT�: 3/'t5/2005 . MBNA
All Eiecnents
� � � ���: � -
:. �L�M�NT/�NV:99/4 P8 Conc Slab 7607 sf. �L�M CATEGORY Decks/S(abs
- _ - . _ _
GONDfl'tON
STATE (5) `' ����PTION . QUANTl1'Y
3 Repaired ar�eas andlar pothotes vr�tmA�ding Y�thales . 7607sf.
and/or raVei`u�g or rutting exist. Thefr combined area is
more thatt 2% but l�ss ihan 10°k of the totat dsck area:
LL�1/IEfVT tNSPECTiON NOTES: � -
� The asphaft surtacing aver the expansior� joints is cracked and ruttsd up to 3" wide �nd upheaved up ,
#0 7" hiqh - NO GHANGE. .
'?'�� as�halt surfaaing over the lonqitudinai joints is cradced and raveled with associated potholes up
`� ��," v.✓�de - NO CHANGE. Refer to photo 3.
Ths fdlowing is consldered inradantaf to this etement:
The sidewalk� t�ve spafls with exposed stee! s�nd defarninated areas up to 25' x 4' throughout - NO
• SIGNIFICANT CHANGE. Refar to photos 4 and 5. The curbs have longitudinal cracks up ta 1/16in .
ws'�s and minor delaminations with and without corrosion staining throughout - NO CHANGE.
The ut�it�r condutf attached to the north overhang is hsavily corroded exposing ths cable within.
7he underside of the siab units are spalted with exposed stee! and delaminaYtons throughout. Rsfar to
• the table in Ehe Element Notes seCtiost in the addendum for a det�iled list of the above dgficisncies -
' INCREASE. Refer to photos 6 and 7.
�� ,,, :'�' _?^:2 ;soRdenaed) PRINTED: 4l2S/200513�0:40
1�-28-'05 14:36 FF�OC1-ABCADIS BEESE MAGON 5614338011 '1'-1�6 r���J��� r
_ - Bh�(aGE MANAGEMENT SYS�'��r�
Bf2tDCE INSPECTION REPORT
r� �� ��4227 - ` PAGE: 3 0�.3
` �' '�' INSRECTiON bA'T'�: 3I15/x0115 � MBNA
� _ . N °. �� .=�� �.aude�ls -
- _. . Smart Flag Summary .
. . ,: f j Y ., - . '. ' . , . '
�,���*� � �!Vl�RT: G : ;
��.��£�� €���VV:3S�14 _ 8offit.Smart F1ag • 1 ea. ELEM CATEGORY:Smart �lags
C4N��TlON ..
STATE (5) . �E�CRIPTION QUANTtTY
3 CracWng and�ef�orES�±ence an the undersurface is maderate. The 1
���tressed area is i99lo o� tess ofthe underside area.
�LEM�NT INSPECTION NOTES: -
The sma'rt flag was created due to the condition c�f the slab units. Rsfer to Element 99 PS Cona Slab for a
�enerai camment and to tfie Element Notss section in the addendum for a detaif desc�iption of the related
dsficiencies.
>���� '��4N NOTES:
�y��'�=�^cy Ra±ing Catculation Accepted by KPIKCAES-P at 2005-U4-12 11:Q3:56
S'!'42!!C�'UR� NOTES: � .
�CRl�JG� OWNER: VILLAGE OF TEC�UESTA .
r _'� y� `�•�y^:�ripd from west to east:
�tete:''t�is bridge is on a 12 month inspsction frequency due to SlA ltem 70, Posting, being rated 4 or less. Only
�;emer,t 99 P/S Cnnc Sfab and Element 359 Saffit Smart Flag wsre Inspected and evaluaied in this raport. For
�R? ot'�e� �eficiencies, refer to the previbus routine inspection dated 2/24/2004.
. . . .. ' . . . •4.; �: ,`�,�.�� .. ' . .. n j}�' •:'[.. . . ' .. . ' . - . . . ' . • � - , . . . .. .
"' ^�".:1�SP002 (cxridonsed) • PRINTED: 41257200513:2Q:
.� �"
' �_r. ��:36 FF�M-ABCADIS BEESE MACON 5614338011 �� � T-106 P009/023 F-326 _ -:.�
. . 3
� l=LORIQA DEPARTMENT OF TRANSPORTATI4N
` � - i3RIDCs� INSPECTION REPORT
ADDENDUM :
`i .
i�
,,
: :,.
-. :
�r
;
CONTENTS OF ADD�NDUM
;j l.�ation Map Photo Section � Sketches �
;f : Approach � Etevation Photos *�racture Critical Data
�( Load Rafing Analysls Summary R�commended Repairs
�� Fisld P�eparat�on * Scour Evatuation
Elem�nt Notes
;:
;, .
.'4 �` This section is not included in this re ort. _
�
.�� 6RIDGE OWNER: VILLAGE QF T�QUESTA
,.
BY: KI$INGER CAMPO � AS50CIATES CORP.
� REPORT ID�NTi�ICATION
�� �rydge Number. 930227 Interim #1 Inspectivn pate: 3N5/05
;� 3ridge Name: Tequesta f)rive over North Fark of loxahaEchee River
a . . . __ . - . , �
. .. . � , . . _ ... . •. . . •. . . .,..::�. . . . , �
. � ; Road Name/Number. Tequesta Drive�:, � � �
;; ��$�:��+e tntersected: North Fork of I.oxahatches River
;;
" Crit�a! Deflciency 3tatement: None
Tra�c Restrictions: Based a� the Operating Ratings contained in the current load rating analysis dated
, 8t13/92, posfing is required fnr the SU type vehicles at or below 33 tons. The structure is currently posbed
�` `-: �� ��ce of both approaches and ac both ends of the bridge for 33 tons weight limi� Refer to photos 1
-� � 2. ' '
Page 1 of 1 �
11-28-`�5 14;36 FBOM-AHCADI5 BEESE MACON 5614338011 T-1@6 P01�IO23 F-326
� ��.� uA 1�Criu�c t M�PI 1 Vr 1 KAN,MVK ► wn
- �RiDGE MANAGEMENT SYSTEM �
�RIpGiE tNSPECTION REPORT
. Bridge No: $�.Z
Inapection DatQ: �
LOCATIUN MAP -
� ' �� fi� , ; � ,; � � v '
_ _ � . _ � . . - y R4, f .. - - � � - - __ �HCM ��IO _ .
�,�(�"t" . RIVER RID � n� •' � '
� POl � �,�` ' r� �o ` c.� T . . > • _
N °D
� : �� .: � �� '. � .�.. `� � ... .� e
� � � '1��FttERBACK - � � .�
- `...-. ' ..•,� _..�.. ........ — � —..- � � '� aWS-'. -1AAR �`_" ' s ' � "'
� 2
- �;- Y �i .w .;: � : , y o
cr�+e� vinHOO � � �
� �;aF � � � � �� m
. cou 1�r Cwa �
. . � • °�r,� �. � '�w"
. �, � �` ��� !�r. . i �� .;��
:,,Q4 � . ' " CYrR 6 � Aq S
j. �OL1C • � MYll.�r�►M� RD .
� M � � � F �• PIHETREE
� .. `'v • � � . �� �� m . Rl�AELyq UIUAEL O :-...�C :
� •�� p �� � N pOYER RD lRWAY RO
�.�1Q ,
� � T� • �,, CORA1_
-° •RIVER IS Rb * , BE{�CON RID4E
DOVER RD ��RCH RD mi9t'� C RD �
�. ,�.EytCT � HAYVIEW fRANW.lN RD
� � W 1RtINOSOR RD � �
� W �i °� E BEVERLY RD
. . •. �� � •� •v' a �
' r PENNOQKPOINT RD �� �p � � T R A 1
��b� SNIRt.EY . '! � `" �
�� ': VRDEA R O�p ��� • , m
?e".'AUl1� P4�LM . .
. � ��'• ROEBOC p � . . ' !
'ir �.. . � �. . .. . . . . . j: . .
. M •C ��. , � O� ' " ' �r
. • .� . i= � � • �Y� . .. � .
� � I ' a � - ' �� . .
T
�g�'.z_ .: � . . � ,�3i ' � � � . � � :o aww� - ; . . �
. . . . •� �v.� C� �, �r' �r • '
� . . ..: .1BOTM PLN '• � � ' x �p'�'v . ��.� ' � i .. �� .. `_. ; . . � TUF
' 1 T c .rz :� •o• ` `x •x & NTfaR. ' . �
._�..,�..' ; .TIC . @R •� � .: : � . • ' . �
` � ^ ' ���.: .�,:` �o .�„� .. ,
�: • • � p.� � ' � m:z: � . EDbtUNa DATU . . . RAlE
�.e . ` ' , �'• .' � . •� � ` .. a : .n�: ° . : ' ,��saer- �k t�ata ' .
. _ .�:a."::a% -":�:, : ai�iii'qb't�'r':� +�t►iKOtiNC�R.f7.c:t.iM�" . ..�: .:�r; .QOU4LA$HUO�H' r�� ' t " . . ...,:�..: � • . .. �
'���u*�s�a Drive over North Fork of Loxahatchee River 1.2mi West of US-1
Page2of11
1�-28 14;36 F�OM-ARCADIS AEESE MACON 5614338011 T-106 P011/0Z3 F-326
rLl UH VC1"RI[ I IYICIV ! Vt' ( KNN.�MVK l IVN .
BRIDGE MANAG�CM�NT SYSTEM
BRIDGE [NSPECTION REPORT
Bridge No: g30227
InspectiOn Date: 3/15/OS
APPRpACH & ELEVATION PHQ7(7S
,
._ �� ..
;�? �
•. � �I.
, _ '
�,
I�' . ^��
. ._ . ._.-. . . �• '.;
1.
� � � <.
•�`;; �•:::; r ' '. . �:�•'� '���"
•�.:..... ,
. � : �����• ...
�r, . . ����'
. '��` ��,
_ .. . . . . . . '"aud'
.<,�:: ... � ' • ' , '
. ; ; ,• .. . ar'..•
`-`ryK;,; . ' . . ::! � . . • .
j3 �i i. . . . .. . ..1� l'�1.�' ' , � w ` "
' C P ' ' ' .��..'C.�' . . :5:.� "�Y
�> , . . ;,.i. . , „ :;'.. •::.
.Y,SA: �. , , '.:'..�. ;'i;:;v:v '.i.K,�
.r�� '.,''' ' :�t�'•r�i:l.'�. � ' . - ,�..y;°' re{.–
.'.1. . a : .1' . •.r)'y:n�..: •'('- �.A:i: t .•. ti'•Y: 1
��"��: '!S^w• , -J`'.`7.� �,'y'
..i'� ,i?, , v
. ,.'i . • . ' . �
:'k? �...�. : t:. .. .
.\� l• . •7 �{; '
.� � .R::
�f 1,; �,.. r
��r
�'S• ;'.�. . , . . :.q., r . :�''�:
, �.��;. _..� i. ... � . ';� r.
. - ..'��, 4i'�' "�,
'T..��..�`y:�, _.,� Yr.
� � >' 1 ��;`� '�'i�+
, ; Y.. `'}..� i�ir�: `� .r.
F '� . .�q A!� . � i >�,�
} � , 1� , Y
i�' Y �P �'� , � y � r � �" r .Y�,�� �' J w i `� �'°�
�� .� ,� . ... :::6 �.,L'L.' �. .. , ,.,, .... � ��..,�<,�
West approach
� � ��� a
.h,. ���` ��' �'
. � ` F�' �r>�'�`
r � � "�`'''s�''
'� � ' ''Sd ' `!'�N'r;►a�,.
•°�`. "Y . . .
�„ . wR�£'�'�" — ., 1;;l:,'�.l ��J. �z:SYx:a' ;.lu�N+Yi`�',�i;cd2�S`•
��
t� '�+�
�',.S •
. . �Y `i h f' :�'�':'.
... . . . , r ; - ,; , �,' '
'!' ..::;.��'� :�"
.. • . , � -s. ,, ni:z., , ,�}� �' • �
�. ��:-d . . �.; . :.
��.t y�."th.' *� ""�..:� .:;5�: • .
��.iY�ti } c;�si;s;�.�' . .�y.;
, ,'d � a '
x � ..��..',,
�& :v. �✓�.�
- "l, b� �
No�th eleva�ion
Page 3 of 11
� ____ .,�-' i� �4:37 FBOM-ARCADIS BEES� C1At:UN 5b14�s��o11 i-l�ao r�alc��oc,s r-sco
• r..� LA YL.I" /1�\ 1 q�L�r � vr � rv+�wr vn i �v��
BRIDGE �ANaG�M�NT SYSTEM � �
� BRIDGE INSPECTION REPbRT BW� Nos �Q�Z
Inspe�tion Date: 3!. 15lQ5
LUAD RATlNG ANALYSIS SUMMARY '
. . .. � - � ' . . . .. � � " . �
+ - � � .. '•��[ MR#11� MNAlM4A' M tR.rl�MtahM � 1 . . .. _ ` iMM �fr�n.it � .
: GOAD CIlPJ1C!'CY INFOAMATId . � r„wte�: e
. , . . . . . . . � : _ . . . - � - , y,, .
. . � . � � .����7inir�� �+ . . � . . .. _ . � dA�. • r �/17rSZ - . � .
�� �kF��e:� . _ . � _ . - ' . .
� � 7'bwf� � � � 80 a � • IFYH�. ��K.RES7RICTIONS ► � •
�R� 3� �Oi� .�. . K
QTN@i � ! �DING �.. y �,�
; ; : : ": POST1NCt N�Eb i7R YES. 8E_ 1'�8l_ H�:Ow.
: • ' OI�T� 51CNS LAf�G're0 "
s� �tNa s�� a�T� ' � �� _ i:� ����
� p • Y
�PAN NO. .
�p - S�AN kTl1. :
4 �►►�� . - o��. v�+.
�a,ps ' OIS7'1� F. ��1. F. M�Ei F100 �R�T�
__��
v oA M • LCC...x�.....
�Q� MEY,� �,., dt �LY� . .�FRUCTU�i.-
� (�K�P' 1EiE SHC7. ..� s� ���'T CONSTai.
.�f1'O� tiIAGERS ,.�--�,�W.R'J4.N� —..PII.UVQ
�oN.sr�wo�ao secr. �n� sc.tia --�'�`
_�uu�r —..�Gx cu�,►Fa: ��� coks�.
� -�.r,,,�d.?. 8Qx .�.�.,.PtI.MtG
. � �e�.� r ^ �re�.. s=cr. �coc�r�c
� ...�l�OItOW V010 StJ� ' �....J^��AJ�1 .,_�COtU�tN '
...�.�souo sw .�..tt�►�a�u+. ----��'
�n�si s��+�rn'� acx -- �°x
�osi t��ao�+�cr
�! n4���,�Y��
LOAO RATING i1.1Mt�AJ1RY FOR 07ERA�TiNG 8A7ING (6ra:� Tvns) Nd i e'
� s►.r+na. �l.t. i &� i= t. FCR :+iCFt iPJ►N
• 1 �' a r ANN.1'Z�. �I'rr.Z
; : �sx �G. *o s�c +,� y � ( I ! R ; � " 5a�(+ �tMeER IwD
. os �
� .� �. � 1 M eEV11NGY0
��; TY'S '� i e i• i s *� Q ��� � �' g � p BEARING LiNGTS/
Of 1 1 • 1. � � � � s w M O w. ���i .�. �
` � tA�dING N e M s'� +" ' o � i ' � ' PAOYtD�I.
F str! w Z �� � R ' �, FOA I.OrtC R�tTiNC�S
;�Gw.•• � . ., . ...i;. , O .lU1 . y� j �j '� � , CAiC1X�kYE� S1E�• . •
' Wpp�C�G 5�1ESS •�•
. .•. .. ... . D �, • � �� �,.� i• i� OESIGN. PV�C@
AST�WNiK � TO
A p � t�y Q ���• � NlGM' CE RATlI�tli.
� � �i.i �� �� 3 ��� �. vVtl�N SHF�1ii �
� � OR MOMENY
� .ao y� wg � oerEa«���s toao
MTWG. M/.RK
` � 7i,� � JIRPAOPq1AT$
hs u �f3 '� .- �13 3�• cocu�, . ,
� ��.,."'�'� _.�3ti� �� � �`11,�--►"� n �-' � �tAs�1� r�7r� 1-� (� U .,._
.. . I .
: • '
. ,. ..: .
� ��,...w�� PFAFONIA6D OY � , .:. , . . �T� �
., ;. r. ��
Page 4 of 11
. �1-28-'05 14:37 FR(�1-ABCADIS I�EESE MACON � 5614338011 � T-106 P�13/�23 F-326
r�.� VM YGrMf� 1 N161\ 1 Vi' �����rvr� i ��r��
� BRIDGE MANACiEMENT SYSTEM �
BRIE�E INSPECTIQN REPQRT
Bridge Na 930�' 7
inspection Date: 3I151Q5
: FIELD PREPARATION
. �.
i. Tools and Equipment ;:
Normal �ridge tnspection Tools '':
Boat
2., Services
' N/A
3. Schedu7.xng
Daytime Hours '
. 4. Si,te �Conditiona
Traffic -- Es�smated A.D,T. 13,486 Estimated � of Truck Txat�ic 2$ .
Stream E'low, Generally - Tidal, (Current - Tidal, Moderate)
Veqetation Conditions -.shoulder a�d slopes light
� Waterway - none
Site Accessibility � Typical
Boat Launching Site - at structure
Embankment Conditions - Typical
_. Traffxc Contro]. Requirements
. 6. Underwater Ynspection Requirements
None (Interim a,nspection) �
.. Special Access Requirements
N/A
' 8. Manhours
Travel, to and from site 2 hours x 2 people = 9
Inspection hours 2 hours R 2 people y 4
��. p3ans Available: Yes
• . . ' . 7t • ' .fC: :��.''��' , .. �� . . -
.�, _. .. . . . ' _ . � � � . .. . .A`.� , : . ' . • . . , . . .� ,
Rags 5 of 11
�1-28-'�5 14;38 FBOM-A�CADIS BEESE MACON 5614338011 T-106 �P@14/023 F-326
��� vn vs.r n�� ��w�.n � rr i�v+�ivrvnl �V�� •
- Bi210GE MANAG�MENT SYSTEM �
BRIDGE iNSPECTfON REPORT
� B�idge No: 930227 :
. . - inspection b�: �113105
_ .
ELEMEN7 NOTES,
' . -. y, : . ' ' � ' . . . . . - . . " . . � � ' . . . _
ElemenC Gateqory: .�
;,� _
k:�:�.�a�i� 9��.'�S G4nG. $�l�i :
�
ihe followit9� �.s a 2�.s� of: de£ici,encies and 1QCat3.ons. noted in the unde�side of the
�lab un�ts:; ,. .
Slab Unit 1`-8, south �tig+e, . 6': x'�" delamxnated area, at midspan.
,
ciab Unit 2-3,,north e�dge, 1� x 10" s 2�• spa11•with exposed rebar, a� 8ent 2.
S�.GL Jnit 2^3; alonq north edge, delaminatied areas up to 3' x 6." x 3".
S:a� �nit 2�4,: north `edge, span lenqth x 10" dalantinaCed are�.
�aab Unit 2-8, north and south edges, 2' x 1/64" longitudinal cracks, a� Bent 2.
5�.ab Un�t 2-8, south edge, 15'�x 5" delam�.nated area, at midSpan.
Slab Dnit 2-9. South edge, 10� x 3" delaminated area, at midspan.
S3,�'� 'JniC 3=3, along north edge, 20' x 6" x 6" spalled and del,aminated area with
cawres�on staining.
S�.a:� Jni� 3-3, bottom face, 8� x 9' del.aminaCed area, at midspan.
Slab Unit 3-4, bottom �ace, 15' x 9' x 3" spalled and delaminated area with exposed
�ebar, at midspan.
Slab C7nit 3-5, bottpm �ace, 15' x 4' x 3" spalled and de�aminated area with exposed
rebar, at midspan.
. S3ab Unit 3�7, bottom face, 20' x 3' x 3" spalled and delaminated area with exposed
=>Lar and prestressed cables, at midspan.
Siab Jnit 3-8, b�ttom face, 6' x 3' delaminated area, at midspan.
Siab Unit 3-9, north edqe, 2' x 6" delaminated area, at midspan. ��
5'ab Unit 3-9, south edge, 15� x 10" x 6" delaminated area with corrosion staininq,
�� midspan.
��?� �:�a.t 3-�i, soutih edge, 12' x 1/�2" Xongitudinal crack, at midspan. ,
�:.�� ;;�;.= �-i, bottom face, 4' x 1' delaminated axea, at Bent 5.
�.�,a;�, ;;:�i;, 4-3, bot�om face, 9' x 6" deXaminated area, at 1/3 paint.
S7.ab Unit 9-3, north face, 5' x 5" delaminated area, at mxdspan.
Slab Unit 9-9, bottom face, 9' x 2' delaminated area, at midspan.
SLab Uni� 4-5, bottom face, 6� x 3' delaminat,ed area, at m�dspan.
Slab Unit 9-S, bottom faee, 9" x 3" x 1" spall with expo�ed rebar, at 2/3 point.
G?.z:� '?nit 9-7, bottom face, 9' �x 1' delaminated area with corrosion stiaining, at
, �:'.�s�an. . .... �. �. .
, a;:.;:: �' . .,.... . .. . � . .
.y> ¢-9;-�� s'out�h `::j�`�,'�.�;�k6';�:�.eiel�a'i�ina�ted area. at mids�a�i�:`:".r=�`� ";",;:, :;�•. . .......
�•�° �•• �°�Slab� Unit 4W10, botCom face;' '�wo"3' x 1' delaminated areas at midspan and 3/Q� pointi.� ��
S�.ab Unit 5-3, north_sdge, spar► lenqth x 8" delaminated area, at mYdspan.
�yab (Tnit 5-3, south edge, 1' x 1' delaminated az'ea, a� midspan.
'__.-� ";nit 5-9, north edge, span length x 8" delaminated area, at midspan.
,.:.:�:.::; ::n�� 5-4, south edge, 8' x 1' delaminated area, at midspan.
S-�b 'Jnit 5-9, bottom fac�, four up to 6' x 8" x 8" delaminated areas.
Pd�b 8 Of 11
;�-28-'05 14;38 FROM-ABCADIS REESE MACON 5614338011 T-106 P015/023 F-326
. �. ..r. ..�. ,�... ...�... .... . ..�....� .,�. � �..,�.
BRiDGE MANAG�M�NT SYSTEM
BR1DG� INSPECTiON REPORT
��id�e No: 930227
Inspection Date: 3/15/45
PHOTO SECTION �
- . � � � , � . ��.,, .
�,
. � ;..;: . ;� . � ::•� .
3 r ` Y', .
. /, i S �
/
. .. 't �)
: },.
s .� � /
i`
`'� � ti .�
, " •� q
�. .• i
r �: � ` � , � . .
i �,...,.. :,` ' ; .
'•�;
W:E.I�
, .
.,
:
��;;.
:` +/ a•'t';
a `!!� >,';'
�,�- :.;�Ri%��+/�'��.;ca
,�t; , �;.;
:,.
Photo �1• �est Weight Limit Siqn.
�:�� �t� �:�,'
. ' ) ���-.
.;K �:j�. ��,^''�� ^. � `.
� �:k ">1iz., ,.. . .���,,13�
': �.a :..:. � i�., ';� 4 :C , 'S•
' -� �+ii,,;._;,,
_ � T��'A �'�.+�i:!«� „
. � Y 2[ e �, �;' � f ,, ; . ^ t .; . +�. .
. . .. � 2: ., � .
��� . 'i ��� ;I, 1 w i
'�i..�' _,� a.
k.. .
Photo #2 East weight Limit Sign.
Page 7 of 11
' � : '1 +' 1 1 ' ' 1 � � :► �� '�i � 4 �
_ �
- - � • - � -
� . : � '- L� .
�• � �. 1
' � � �
♦ _ . . . . . - . . .. . I . .. j�[- p , 4 ' s !y J. �� �' � "Y � I �� '�
� t! ♦ j � • �,
.i^ll }!F ✓ l � � " .,��
. . -' ' �'� K - — � i � e �4 .D `- �,. '. - ••�
. sf �, t � , �'. S � 1 y � '�' �
{� �4� �/.�` ' r {r-0F
--' `a cC�i�` � c - ..-,3ti: : � 'a' ' .
- . � - ' � K.�. � d.'o K �� u {r �r'' ...'.y - ,
. . � !.� . - � . �1n,�:. �
. . , i �x�:;T C' 4
.. . : y � y`5; / ` � ' y,� �, .. c � .
. ' , ; . � '�-S �.� . .
� r�. � . i -
• i i � �'= < w' ! ; . .
.+ t ♦ ����, 7:� -e4 �
� ' � 4:C` �!� . ` � i '
i t ;� 2` .s '3� � . -
. < �j+r� .
.rt U � .
' � .. y { . .F7�i ��� d` 4 ,,�.n..� � �7S zJ M f 4 , . .
'�G
� . - _ = � �a{� '�,_y p Y .�.
. . . . . . �� � . S �� �� .. _ . .
. . ' . 7. Y�} . f' �I yTr��
L
� . .. _ . . � . � % c y r - `'- -'+ N '�...i���' `�� .
. . . ' - , }. � _ . r -�,:F y'�._' . . .
• ",IF
� . . . . . r ti *.y - �>�
. . . . _ tt - ..�..
. . . . . , .. . �` i .
� � - - . � � _ - t - - ; � �. .
!
� - . � ' . . - :J _. '� . . �4 �yA. .. .. .
' . . " .. _ _ � J. .
.. . - � . - . � � _ '
. . .. .��`• . _ ... .
. . � . � � .� � ` . � . .
• " ' • ' " • ' • " • -
• + •
r� ,�. ;, , :c � ;,,.�, y.
r' � 'i,,,,, � h �, .
J' -• '�`� � L
_ 'r ' :?.. . ;.�� � ,�..'� .
. . '�'.��- .. .
d. . . . ^ . ,�. ��{ ��y. .3} - .. . - .. . ..
t�� i I
'" '
�'ki " - . . ''p : , . . . -
. . - � I � .'���c .
. f� ,I �� � .
. `�• � � y ;F v _ . , .
�, . ' �'�. �{�C�.i�7 � w :�:..� ' ��;� l`A . f �"� - > � Srtri. � .
f�C� h4 � 71 ' } � . � .
'¢c ° "• : r y��� ° ^T'.�Sr � .F�'� A.u�� . � � � , ' C .�?,
y� �t : ' � } � - � . - .
�;,.. .. +fR � �}r-Le� _ - � 't � "�-
r
....,- .' ♦ h ' s ��� S � t � i1'�{ °�t ( � �..
' - 'J ~� . F�' �f ,�{ j
. . i: � � � .4f� 1 � �5��-w . ' +�. 4n ti.�._ .
_ ,.� si J�Q. �'W�!� �r�a•,� °r: ° � ' . �: �
�c � s` ' � ;�- �r�i r. � .� -, . �.;-:.
ti ,c:: , n ,_ : ..,; � . �t'; ".A1
. -�v��:�.a�"3Y . .:�+y._•- . - . . � .�tis:.
a • •; A . 'i2: .
<`� 1�,,, � , 4 _ , ,.�: T_ fyv •n.
. . � ¢ fr�� � r • y - A I - _
.-F� � �
- �t��Q • ' f ,
. • � � '~ �' r � �
' .. � � / � ' �. `�� � � ♦
. : � •` 1 � ��� . � '•� � ��` . •T �� :Y � /; `.
� . . �� ��� Y - � r � • ,� t � ; 1', ' ��� •. .
P..�v� T' � : -
�x �-.r�� . .. . ' ..�. r _. a : .. s' �'Lrr.ta,y':� { �.
:�,.- ... �,� : �, . �, •` , ,
�� � %�. j . Y� • , .. ' '.
• • • • •• •:.
� 1 � � �� +• i� � i � � � :� �� �� i �
�
■ � �
�� � • 1
: � _ � � �r
� � � �
. r` " . s . . � � ,t ` r � �
. . t� :y - �i�+�,t Yr �' r� t��'f�y +"s �� �Gc'�•to .c s,. : ..
.. . � Ft j,d i "� i �t�.o� M.w s �'^t'� ' 'S'3 ' •' 'l .-�'� � 4, ��" '' T ' ��' � .�.� `,
. - '�: � � = C 2 �+ - ��. r, ar b11i��'o;. H +'f r.}ci�� tr - .
- t i'r t � ���-�InS ^^4r I�A,4 t . r i^ . t �.
. . . ;� - � : r, t>� . `''t .��f:`w_ S.lic� ��� ra}Z' ' • ' �'�. ]r`
,,Q ��, in � ���t. �'!. �" �; ' , ...
- . . 3 . - .t r�. , - � , S'� 7 �� �` � ,.��r Y � F��� i �j,
r t��t, � e tP� t xt.n '�Zt �� � L � v � 5i � t i� ,
. . - � ` 'F'� � '� � � y � � kj'+•�,�t.0. :. e�C a�j�,�c. � . ' >C, � � - 6 �
. ��.i ' ' r�€'�^yi:`'�f'�. `� La, � �"� �� rr � � . j � ` � -L � � +r i�
- . . . / �� ti � . t y 4 t /ft �� .
� � �+'.. M�� � � , 4.� 1`j1•�"� � ..�a Y .
�� a �7�l�`' 3 �x � � . r .
� j .�+t ! y� r {�i { � � .� �1' ` , n.
. .. {S �f � �Y .. i'�'�" i b'� ���� AY�� �� k i�["L J ��., r + �� � .
. . � . . . . f� � r, � � f. t1` T• `9 �{ Y iC�� �YhR . rtb � - r ���f. ��.
. . , ,c� �• 0 h �'t3 ��t f : v ` f � ��� w.- R J Y..
�l .s a�' .?d�� ��. � a .� 4 ��`�: w r r ��' ~t
- . . +7) rr ��i'-��ti -�` i : r �f, �ly A ^ � �' ^� s� �ay . - ,l E ''% f '�T Y �.
jt e ' J �'S � � i r � � � a y k� �$d �4. - b�4 �f1.
b� " r ����� ,• � K ����� ~ � r ������� rt ,r � . s ��`�
f h - - �f"`' S.�" ���`'� ��'Y-"Y4+y-�}yy�`r�l�''},�'�1••.S�T � -rs�"��l Soi- �
�k _ , � �,� .:f'{ Y�.�,'�,��� r� 3��2• )t ��+it'yS�"��1.1�:itiv�T �� �" � +� �ki' ? .� . `
� � . � u ._ t?s -. a�� � Z� ��� W '5�.�. �!� � " s � �s�t_ _` �.
� }� � h �Y� S H <Q i2v� n
. . '� � e .� L . yy � �, t . �.. � '�V+�f .'� �'{i . �
_ . . � ���:ii • +.r J +.. S �r.�.'y: ; . �v : � !. .•+,i�! , .t
� . - - . •: . .. - - -
. } r _ F `. " � � �� � ! �� �� t .
� '`� £ .- � y �� . 4 Y� '� i i . ° f"+S'��f� � .,.-�` r�..,� ,�.'�� ly.�� e ��
f� � � � } _ � � a '�iTy o vt b:'�K �t
t#�a.. •._. . . _ _ . ... . . . . � - . c ' 1. �? `��.
`;i . - - .:1�_=":1
. • .�. . �.
�:�'� , _�,t�'
° ,, ;t1�_� - �
;:� .;x,
c-.
; .���. � -
;, � .
.:.�.w.
_ ' - ..-W - .... � • .
, '- .:. ' t"' _
.L" ...... . ' � r ..r.-. ..:?�:x
- "�
_ °' ;,::�='��,
;�..
,�i�
s ,�
- � ; ... "�.o;�. � r�,_ ��' -�'..
.. . .a....
.. � - '�.,"�,-`�S.'y�i: Y��I�"
y '_
. - . . .*4 ' .'. j7
. '' y `
- . •F3'�e�y' "
• • • . ` • - • • ' _ ' • - " � • � • " � -
11-28-'05 14:39 FROM-ABCADIS BEESE MACON 5614338011 T-106 P018/023 F-326 �
� �• ra�.ra v�� n�� � u�L�� � vr � nM��ti7rVt� i+Vi1V1Y �� �
- BRIDG� MANAG�MENT SYSTEM
BRIDGE INSPECTION REPORT
Bridge No: 930227
Inspection Oa�te: 3/15/05
- ° � PHOTO SECTION
. .
_ �
. ,�..:.� �,: � �.
�LI. �.� , !': .. . ..'Y� y ��-
� 1 1
�.� � �.I.�.fi•, � .
�� � ' , • •
l{ ` :j, �� ' -
; ' ��f. �.
:'� f . , ..•.. . ^ :: � � ( ' ' �r i�' ' �' �
♦i' • y� or
�; � ..:.. . • Sy ,{•y0''`• :.
•�; . •+r � �' �.'I� ..
• ; �� :., �,r �.� ' � .-, �� ,,, F�
.:�- •"' ,.": = . : x; ._
Y� ���• • �, A +•
r � •
�
. . y !tt
� Y .4 + ��
, r•
P' • �•:. i; �? �
.. � ,� �i ..,
. �.:. .
�,. •'�
4.,,� �.� •
z • �•
�. ~
�I
-
�� .
' •�. �
..a
.
M
�,
�� .
. . , ' -- �,h�+�'`'' � -� "+ti �,> .
e ' 'M' �;• ... • ..;. •. r+.M.�r�lt�' .. -,..
;:;, - . . , • : •s�X.,',..'; '° r.;f�?�
� ,!SI.NFl. a � � .: � ' '� .q M...
�1�� . • �N., .'.. : , ti: ��. '.�.�.
�\ti � ,.,* , ' � K' -
�.. �� • •... �.. , :`r : ' . � . � .. � . . �. .. �'�' ,� . .�y��r.:.rt? .. ��..,.,.�,. . . .
� �j�Fi,.a �.w `' . . .,.�..' ' �° � a} . :
y �� 'i. ..
Photo N7 Elem2nt 99 - SpalLed and delaminated area with exposad rebar and
_.- prestressed cables an Slab Units 3-7. ; -
P8g9 10 Of 11
No Text
i�-28-'05 14:40 FB(�1-ARCADIS BEESE MACON 5614338011 T-106 P019i023 F-326
1�GE MANAGEMENT SYSTEM ._1'E PRIN7�D: 84/2Sl200S 13:21
' . COMPa�H�N81V� INV�NTORY DATA REPORT �
�"-��.sra 1�: 930�27
�scri tion •
c��uc��re Unit Id�ntification . .
" c w�,�;-2 ?:9p: 930227 0. .
�.rt�4�v"e Name: 7EQUESTA DR/!Y FORK LUXA . �
�scription: . MAIN SPAN 1 : .
Typs: M Ma�n �
,��,� � �Q ' . t�oadwav Traffic and Accidents
>�.�, ^^.t; �:��•Q'ec E8; 930227 Lanes {28) 2 Medians 0 Spaed 3omph
�es�t�onl�r8lUC ('.h Raa,� On SW�ctule /WT dass ADT pasa 4
i: R� }Swy tRte Prefix) 5 GitY Sireet Recent ADT (29) 43486 Yvar (90) 2004 .
7���g� Lwa� o� Seroica 1 Ma��ne • Fuwre ApT {714) 23398 Year (115) 2024
RouN t�lumbsr/Sutlbc d0000! Q NlA (N�1} Trock 9i AOT (109) 2 .
�+�au:ra lntsrtact (6) NO F01�tC IOXAF�IATCH�� RN Defnur �ength (18) 3 mi
Cr.ticat �aoi�ly Nart Oefense�it - Detour Speed 30 mph
FadNty Cartied (T) TEQUESTA DRI1�E . Acadent Count -1 ' Rate -1
I�GG�Point(11)G.9�«S .
la0'tude (16) 026d57'30" Long (17) OSOd08'12" .
���.��:��v ���sificatic�r� Roadwav Ci�ara�ces
� ^�a�. � wy �s (144) 0 Not a� NH3 • Vertical (10) 94.89 ft Appr. Road (32) 24.Q R
Na�onsf base Net (12) Not on Base N9tWUrk Ho�. (d7) 38.7 R Roadway (51) 2T.8R
LRS lnv�tory Rts (13a) 93 0001 f4 Sub Rte {13b) 00 Truck Network {110) 0 Not part of natl netwo
�v^s!+ona! Class (2S) 17 Urbdn C0�16cEo� Tolf FaCilily (20) 3 tin tree road
-,,���.' 's � S� Y . • Fed. Lands Hwy (105) 0 N/A (N91)
_.;'r^�;�- ;=nry {� JL) 0 Nat a STRAHNET hwy Schoot Bus Route Q
;C�+e�','>C^ of''ra!'fic (102) 2 2-vray tra�ic Transit Routc ❑
Emergency[�
��JY�'�y � i ���� �
. �j�}a�
^"-28-'05 14:41 FROM-A�ADIS 8EE5E MAGON 5614338011 T-106 P820/023 F-326 ;�
_ E �GE MANAGEMENT SYSTEM ..�g pI�INTEO: p4lZS►ZOOS 13�1 `,
COMP�H�NSiVE INVENTORY DAFA REPORT ' .
- �"ss;� ��: 93Q227 .
_ _ '".� �,.i�s�;�€� `a�i l s : ' Geomatric� .
�m , ;
��:nsr A�•a�A �ch�cut�ly . = Spans in Mafn Unit (4S) S
District (2) O4 - Ft Laudereials � APproech Spans (46) 0: .
Gounly �3}:(93�sirn Beach 6ength of Max 3pan (48) 38.4 !t - . �
PlaCS Code (4) tequssfa Structura lsngth {48)181.1 R � �
I.oca�ion ($? t 2Mi WOR tJS-t: Deck Area 7807 sqR
ri., �;�,;� s�r et,�gg (g$� �(pt Ap�bl@ (P� Shaf9 Q SG �. .StNChifB Flblfed (35) O N011if6
Bc�ds� si�,et No (9s) _ Aae an Setvic�
FfPS SYattJRaqion (1)..i2 t�o�ida - R�g'wn 4-Atia�ta Year BuNt (2� 1962
�sis $�se �.�► (7sz? �e+�ar n�,Le�,� , _ Yoar R�"strucad (4os) 0 .
�arr.?!cf S"iri�cture (101} No p bridpe exist� `.- YYPe of Senrice On (42s) S Highway�ledastr�n
-.r:-:,. �: s�v}vse (1Q3) t�int APR�eble (P) ' ' Under (4Zb).5 Watenu�y
�„_^�;. �tesp E�'t3. C�dMurriciPal HwS± AOenc Fracturo Critical Deta�.s iHot Applicabk
Qwn�r t�) +�Y/Mw►iciPe� Hwy Aoene
�istodc Si�niL (3�) 8 Not e�pible for NRHP � �
�,Structure Tvoe and Materiai Dec:k Tvoe and Mate�iatl �
C'.*b/9lde�veAt (50� Left 4.9 it Right 5.9 ft Dsck Widt(t (52): 42 tt _
8sidge Median (33): 0 No msdisn 3k8w (34): 0 deg
!iQsin 3pan Msterial (43A): !i 1're5iressed Contxete DeCtc Type (10T): 2 Conaete Pracast Panel
�1PA� SPan Ma�erial (44A): NOt App6odbie Surtace (108y: 6&turriinou6
Ma'n+ 3san 4estgn (a38): 01 3lab Membrane: 0 Nona
-�� �-:at+ ��s��n (449�; Not AppGceble DeCk Protecdon: No�le
�� �vg /� .
.'M' `4' F ��,D 'v�`a
��;��re Anoraisai �laviaation pata .
'�csnlPosted/Cbsed (41) P Postsd for load Navigation Contrpi (38) Pertnit Notltequired
� �@��c �;�metry t68) 2 Intderabte - Replace Nav vertic;al cfr (99) o R
Ctnderdeera�ces (69) N Not zppGcabfp (NBI) Nav Norizor�tal CI� (40) 0 ft
Approach AGgnrt►ent (72) 8-NO Speed Red thru Cucv Min Vert Lift Clr (176) 0 ft
Bridge Rail'mys (36a) 0 Substandard _ Piar I�otoction (111 } Not Applicablg (P)
sr�nak�ons (38b} 0 Substanaara NBt Conditiart Rdtinq �
A^.p!�oach Guardrai( (360) G Substandard Sufliciency Rating 612
._ __-�,,, ;;;�-�r�it e�ds (36d) 0 Substandard Stiructural Ev2�1(87) 5 Abova Min 7oleraWe
�o�r Critic�l (113) U Unknown 3cour . ; Deficiency Functiona�y QbsoteQs
;�itr�r�urn 1(e�jt�,�'eal Clearancs Minimum Latsrsl Underclearanee� . .
Over Shvqure (53) 99.99 Q Reference (55s) N Feature n� hwy pr RR
"J�ag! (!+eferenv9) (548) N Feature not hwy or RR Rfght Side (55b) 0 ft
Under (54b) 0 R l.sR Side (56) 0 R � .
��qad Retin�a '
Oesign Load (31) 5 MS 16 (H3 20) Opera�ny 7ype (63) t LF Load Factor � .
' RA1&�g 08te 8/13M 992 In�iafs BH Oparating rdUng (84) 43 tons Akamd�e -1
Fosting (7Qj 4 0.1 •9.99Gbetow Inventory Type (85) 'E LF Load Facto�
inventory Rating (66) 98 tons Altemate -1
at �n, -�
=_-Z�-'05 14;41 FROM-�CADIS �EESE MACON 5614338011 T-166 P021l023 F-326
E iGE MANAGEMENT 8YSTEM .; E PRINTED: 0�12�00'� 13:21
' COMPRENENSIVEINVENTORY DATA R�PORY �
� y..,tiR��^:�':��l2Z7
'���s:�4�U�@ '" . �
:��� ���`� .. �ext Insne�tion Date . Scheduled f
jriSp�c�on [?ste: 03/15/2005 NBI: 2/24/2006 .
k�spsctor: tENKCAIUArF -�Nica Antona �IemenG 02/24/2008
Bridpe Group; W/� FracWre Cribcal: .
pttmiry Type: lntianm • . Ur�de�waLar. 02/24/2006
� ��; (� • Other/Specisl: 021Z4JZ006 �
Msua�tion 'CY@�$ ,
� N�I�J.:.:, �I.ement � Fracture Critical ❑` Undenivater � Othsr Speclal 0✓
����A���ar.�l�ter�+als R�quired {g�) > Frequ�ncy {92) LasE Date (93) Insnectlon R�sourctes.
�. ��:r6 cri'J�+f Q: ` rtios , . cr�sw Ha,rs a
(���j�' Q. 24 mos 02/24/2004 Flagyer Hours 0 .
C�Sr 3pscW [j] 12 mos 03H 5�2005 Nelper Hours 0
N� .za � (91) 02/24/2004 (90) SnvOper i�locuf 0
9peciai Chewliaurs 3
' �± � ���� , SpeCial Equip Hours . 0
- �ersst�( �r'id�te )nfo�rmation ,
Parapel8tidpe 5eq Bridge fta�71 Concrste post � beam
p�nnei Deplh s.B n 6ridge RaN 2 Nat appNcable�No ri�
Radio FrequanCy -1 Eledricaf Devices No electric se►vice
Phone Nwnber (000) 000-0000 � Gufvert Type Not appiicabie
c� pazg � Maintenance Yard 0
�xcep�on Type Unknown FiHS ON / OFF No Routes on FIHS .
A�Caept9d Ry MBint 01�i/i 962 Previous 5tructure
Bridae Load Ratiha information ,
�� (�. gp� �� y{.4 R Single Unit Truck 2 P�fes 32. toris
•�^��'.;� �� �� Singts Unit Truck 3 Axles 33 tons
__^L: ':a'sng Jabs 06/19N992 5ingla Unk'�rucK 4 AXlas 33
;vteihod Celoulelbn AASHTO i�ormula . Combination Unit Truck 3 Axles 49 tons
tAad Dist Fador 0.525 • Combinadon Unit Truak a podes 4a '
ke�pdCt FaGto1' 90 Combination Unit Tnidc 5 A�cles 48 to�s
D�aign MeCwd Unknown Trudc Tralisr 5 Axles 0 bOna
^�s.k�n MeaSUre �nqli�h Posting Weight 32.959 tons
�.�:^rnm�nd 3� Posdng 33 tons AcWa! $!} Posting � 88 tons '
�pp� C pp��y ag �s Actual C PosYsng 99 tons
� � � ReoOmme�d 7 Posbng 98 �ons ' ' , • Actual T Poating 89 tons . ..' ' � . .
� ' Go�v FB 3pan � ft F8 SU4 Rating 0 ions ' •
sQV �B �Spedng 0 ft F8 Present N
_�, ?-aS7Q ?.�9ng 0 EDns .
_ =ac.�-,�,� �,�� �nd 3tonn Information
� g�e priyiny Record Unknovm Scour Rscomn►ended ( Stap scour svaluations
Fp�n�� Typs E1n�cnown Scou� Recommended il Mo recommendatlon
Mode af Flanr Tidai � Scour Reoommended Ili No recammendation
?s"rg Scou� �va) Scour Susceptible - low Scour Elevatio� -1
;�iQ3+est Scow.�val Pttase I cemptated Aetion Elevation -1
� �011dlt�0 . Stonn Frequency -1
BI Ratl
Charulal (61) 6 Benk Slumping cuwgrc �ez�� N�n �N�q
Oeck (58) 5 Fdir . � Waterway (71) 7 Alsove MinimUm
4;;Ye�?}y� (�j 5 Fair Unrepaired Spalis -1 sq.ft, �
S�bsbt�cEwe (60) 8 S�6atadory Revrsw Required �]✓
11-28-'a5 14:41 F�OM-ABCADIS BEESE MACON 5fi14338011 T-106 P022/023 F-326
• L �G� MANAGEMENT SYSTEM :.fE PRINTED: Q4/25l2005 13:21
GOMPREHENSNE tN1lENTORY DATA REPORT '
�.e�.:�� <�: �30�27 _ : —
,<;
-- rre�s�: .
�
_: :-__ .
,e!��an AAb. 311�lZ003MBNA':
���� � :_� > . 9N 4ly2 7L2 Qty3 9G3 . Qtyt 9L4 4ty5 7L5 T�ltY
�^ 89/4 �onc 8lab- =: . 0:; 0 r607 Q0. ; 0 0 �60T sf.
�'o0a+s 7ho asphak sur� �r fhe sxpan�witi jo�+ts �s 4racks4 �nd rud�ed up ta 9" wk18 8nd upf��ayad up W 2" hi�h - NO CHNydE.
The a�halt surfu+� o�er.lhe IorWttudinef;oints is aacked artd.raveled wit�� assoclat�d polfiotes up to 72" wide - NO +CFWNG�. Reter
tA phob 3. . ,. , .. - ,
Tt�e t�ol�owk+� is �tskteu�ad'axidanta(fart#ds'ekm�� � _ �
"�,p s= �svva,ifc� t�avs'spaMs uirit}t.�cpQSad IItsal;and delaminatsd srsas up ta 2� X4'tlu�ocigMout - NO SIGNIFlCAN7 CH/WGE. Rsfe� to
ptwboa 4 and 5. 1fie curba have bng�dima! aacks up to 1/16in wide and minor delaminadons with and wUhout corrosion staininy
' tfiroupf�out - NO CHANGiE.
� r.,e uu�y �e aaaoned �o a+s �o�, oYSrnan� � t�ea�ry oa,vaed .xpa�� m����e �.
The �ncle� otfis siab unib are spaded wilh sxposed steel and dsiaminaiions ihroughou� Refer W ths tabi�'�n the F�er�nt Notsi
��'cr. in !ht addQndum fd' a defa�sd �3t Of tltA abOve d81iC�en6ies - INCREA$�. Refer to photos 6 and 7.
� ; a?�i� u�iible JOiht Seal 0 1$9 .8 84 3.2 0 0 ZS3 Il.•
�ici�s
S 331/4 c 8ridge Ra1Nng 3d4 3.52 0 60 8•48 0 0 364 K.
Alobe� .
� � 20414 /S Conc Column 22 1.11 0 14 8•89 . ��Q�� 38 a�.
�?�tES � '
0 215/4 Conc Abutment 82 3.3 0 � 16 6.7 ���� 98 M.
3 � .
� 23a1� Canc Cap 188 4.82 0 �� 9� .18 � I�CO .�� 174 !f
_ ;;;�Si� jOtttet Abut Slope Pra 4Q9 9,4 4 420 ' 0.6 �� 829 sf.
1?�S
^ , 290IS nnsl � 1 00. �J�—!L___"�Jl"J� 1 ea. .
*,:,�.�..* •
� "��� o:�"!t Sm�rt FlAg 0 0 1 00. L � I�� v_ J�_1 t sa.
�� �e srnaR 1lag was asa6ed dus to ri�s cond�fon of the slab units. Refer to Element 99 PS Conc. Slab for a generaf comment and to the
Etsment NoDes sacdon En ths addendum for a deta� description of tha reiated defiaendes.
' 0 321/4 ConcApproach 51ab 2 00. 0 ���� 0�� 2 �� .
..a N� . _ .. . . . ,. . . . . . . . .. � . .. . • . .
^� � e75/o onc waqs o 2ss oo. ��00� z� �.
'�r �s
''a�� !��mbe� o� Elaments: 11
S�asp��Ction lnfarmation
�-�=^,c"'�N ^a�e: 09.15.2005 Type: Interim .
In¢pa�Epr: KNKCANMP - Mco MfOna
i.���r.•;��� �v�,� gufficiency Rs�ng Catculation Acceptad by KNKCAES-f' at 2005-Q4-1211:03:56
inspsCttoo Da�: 02.24.2004 Type: Etegular N61
tnspector: KN738A8-P - Anthony Bibathauser
��"��» ����; Su±fipancy RaUn9 Celculabon Aa:epted by knT36vb-P at 2004-03-1816:58:09
KM39AB-P insPection comments -
Sa�wure 99o2;t7 - .
OaEe 2004-92-24 -
i
°11-2$-'05 14:41 FBOM-ABCADIS REESE MACON 5614338911 T-106 P0231023 F-326 "
l �GE MANAGEMENT SYS'1'QM .TE PR(NTED: 0�5l2005 13•Zi '
. �
' COMPREH�NSIV� INVENTORY DATA REPORT '
""`_sc':��rs �:930x2T :�: :
���Ais�� !�!!orn�ation _ _ "
� . � ..�� '?�^,�: �z:a�.�3Q3 - 7ype : �nierim ,
:�
I+t�Gpo�ot� KI�lT38WW-P- Wdd� 1Nolfe
fy�paclson Notts: Sufiaency Radnp C�IGds6ali Aocepted by kn738�b-P. at 20Q3-03-0418:36:23
KNTS8IMN:P �pfon CotfM'nsr�ts -
Sttudure 9$02�7 -
DaQe 2003-02•18 ,
� i� an mte�rrr wupeC{�pr►� pn�► 8tements 99 P/S Cono 31ab and 3�a9 Soffit Smart flag are included.
��s�e�'or �: 02.Z8:2E�Q2 : T�/�e; Regular N81
� Insp�ctori tEW7385H-P . S�att HuOhes .
Yns�aC�On luobs: SuNloisnOy Riiting Cdtc,ufaGorillc�epfed by kn738ma 8t 3/�IO211:45:19
KNZ385H Ntspedion oomment� = Ro4t�e inspectlon . .
8trudun 990227 - _
, r�aa 2rz6ro� �-= - �
'� ����^��n �a4�s: 0411.2Q01 . TyPe: Intsrim •
I�speobor: KN738RGP , a� acon�
;rs��sci�a.s lVobss: SuAk�sncy Rat(ng Cak:ulatlon ACpspted�by knY38vb aR 5H5/01 1T:34:36
KN738R4 � Commertts -
St�uuoE�uus 930227 -
Dsfie M11/07 • `
This ia an in�srim in�peWoR CpnducO�E be�ed on SIA �m�70 &idge Posdng being rated 4 or tess. On1y Elemtnt OA/4
PS Cona 3�b and �59t4 SatAt Sms�t Flag sre irt lh�s repart. Fer a comprehensive list of all other deiciencies �d
r+econanended repahs. ses tha prcv�ous report dated 02N9/04.
Ths foNowing dsfxienciss notad 8re not cc�vered by elements in the PONTIS pro�rdm.
Ropai� reoommendations hx Oiese elements can 6e found in the reoornmencfed cepair sectlon of the attad�ed addendum.
5ipns• si�ns a� posbed at each approaoh for a 83 ton wsight I�nit. Tha sign configuration does not confortn with FDOT
�tandard tode�c 17357 guidalinas. TBquestd Dr�++e i� posted at several points prior b reaChing th8 bridg8 for'No Thna
Truckz O� SOOOIbi. Ndt Wt'.
_ . � �� ... ^,,d.�3.2^4� 1ype: Regular NBI
Mspeetor: KiV738DC-P • Oavicf Crisssy
,-!s�:Y•.�R Nohas: SUfliCIAnCy RdOng Calculation Accepted by kn738dc at 3H/0011:45:20 �
. KN7380C inspectlort c�nments -
Structur�s 930227 -
. . Ddte 2l9�0 -
Rafer to the altaehed addendum for �11 non-POntls and gdd'dbna( eleinent deficiencies and reeommendBidOnS.
'r����m`.? �w;s: L`2.24.t999 7ype: Interim
Mspactor. KNT38DC-P - David Crissey
Inspe�tfen No6es: SufAGenCy Rdthlg Ca1CUla6on Acceptad by kn7381p at 3/24/9913�33:44
Sufloi�ncy Rating Calculation A�cepted by kn7381p at 3t24/99 11:42:14 �
. � lW738DC inspection commsnts - �
Th� b�Qerirn inapection is b6ing eonducted ba9ed on SIA Item TO 8ridge Po&tlnq being rated 4 or iess, S6uctural
dsAcieneles dffeeting 1he load cartyin� capaaty were rsviewed and wi11 be InGuded.m this report. For a compnrhensivs ..
'� "'''' Ast of aN c� daficie�ciea and r6cammsnded' rapairZ, see the previous report datad 1120/98. '' '
S6vclute 930227 - '
Date 2l2dl99 -The followiny defiaencies noted are not covar�d by B�emsnts in the PONTI3 program_
Repa� reoommandatans tor tt►esa stements caa be tound in the recommended repair seetWn oi the
attaached addendum.
Si�ns-Sipns aie posted at each approach far a 33 ton weight limit. The signing conSgurdtion
,aes not ccotbim w�h FDOT Standard IndEx 1735� guidei'u�es. Tequesha Ddve is posted at severef �
ao: rts p�±or ao �eaohing �he bridge 1ot'No Thru 7�udcs Ove� 3000 Ibs. Net VYt".
?►e+rious oomment� > (nona)
ti � ���iL� �O'�'S .
�9RfaGE OWN�R: VlLLAGE 4F TEQUESTA
9efd9e Invent�ied from west �o east. . '
�c'.^: ��s '�Rr�-� �R pn a 11 mOnlh Nlspedbn ir�quertcy due fo SIA Item 70. Po6Ung, beinq rated 4 or less. Only Elemsnt 99 P/S Conc
4`�v 2•,d _'A�rsn; 35g So.Kit Smert Flap ware inspected and evaluated in this report. For all other deftciencies, r8/6r t0 the prBViouS
n""-e inspeCtlor► datad 2124/2004.
� KISINGER CAMPO & ASSOCIATES CORP.
� ,� _ � � .
��
November 14, 2005 "
Mr. Gary Preston
Villaqe of Tequesta
P. 0. Box 3273
Tequesta, FL 33313 -�.
RE: Completed Hurricane Katrina Damage Assessment Reports
Dear Gary:
Enclosed please find the completed Hurricane Katrina' Damage Assessment reports as
listed. If you have any questions, please give me a call.
Bridge No. Type Insp. Insp.
Date
930227 Hurricane Katrina Damage Assessment 8/26/05
Sincerely,
Patrick 0'Grady
Project Manager
PMO:em
Enclosure(s)
4200518.006
Brandon Office • 9270 Bay Plaza Boulevard • Suite 605 • Tampa, FL 33619 • Phone: 813/554-1919 • Fax: 813/621-8582
Visit our web site at www.kisingercampo.com
-
FLORIDA [''"°ARTMENT OF TRANSPOR�''-TION ��
� BR�_ �E MANAGEMENT SYSTEM `
InspectionlClD/Bridge Profile Report
(HURRICANE KATRINA DAMAGE ASSESSMENT)
B� E ID: 930227 PAGE: 1 OF 12
DISTRIC7: 04 Fort Lauderdale INSPECTION DATE: 8I26/2005 NEWC
BY: KCA BRIDGE NAME: TEQUESTA DR/N FORK LOXA
OWNER: City/Municipal Hwy Agenc YEAR BUILT: 1962
MAINTAINED BY: City/Municipal Hwy Agenc SECTION NO.: 0093000114
STRUCTURE TYPE: 5 Frestressed Concrete 01 Slab MP: 0.325
LOCATION: 1.2M1 W OF US-1 ROUTE: 00000
SERVICE TYPE ON: 5 Highway-pedestrian FACILITY CARRIED: TEQUESTA DRIVE
SERV TYPE UND: 5 Waterway FEATURE INTERSECTED: NO FORK LOXAHATCHEE RIV
❑. THIS BRIDGE CONTAtNS FRACTURE CRITICAL COMPONENTS
❑ THIS BRIDGE IS SCOUR CRITICAL
❑ THlS REPORT IDENTIFIES DEFICIENCIES WHICH REQUIRE PROMPT CORRECTIVE ACTION
� FUNCTIONALLY OBSOLETE . ❑ STRUCTURALLY DEFICIENT
TYPE OF iNSPECTION: Special-Nat Disaster Dmg
DATE FIELD INSPECTION WAS COMPLETED: ABOVE WATER: 8/26/2005 UNDERWATER:02/24/2004
SMART FLAGS: OVERALL NBI RATINGS:
359 Soffit Smart Flag: Soffit cracked DECK: 5 Fair
SUPERSTRUCTURE: 5 Fair
SUBSTRUCTURE: 6 Satisfactory
CHANNEL: 6 Bank Slumping
CULVERT: N N/A (NBI)
SUFFICIENCY RATING: 61.2
FIELD PERSONNEL / TITLE / NUMBER INI IA S
Reinhold, Ken - CBI (#00025) (lead)
Masiyn, Rick - Bridge Inspector (CBI#00271)
REVIEWING BRIDGE INSPECTION SUPERVISOR:
O'Grady, Patrick - Bridge Inspection Supervisor (CBI#00274)
CONFIRMING REGISTERED PROFESSIONAL ENGINEER:
LoCicero, Thomas - PE #31136 �
Kisinger Campo & Associates
9270 Bay Plaza Blvd., Suite 605
Certificate of Authorization #2317
Tampa, FL 33619 '
' 4TURE: CJ ��U� � �
DATE: I � . �' bS�
REPORT {D: INSP005 (condensed) PRINTED: 10/20/2005
FLORIDA [''"°ARTMENT OF TRANSPORT �TION
, BR►� �E MANAGEMENT SYSTEM '
Inspection/CtD/Bridge Profile Report
(HURRICANE KATRiNA DAMAGE ASSESSMENT}
PAGE: 2 OF 12
�R !D: 930227 INSPECTION DATE: 8/26/2�05 NEWC
►ISTRICT: 04 Fort Lauderdale
All Elements
UNIT: 0 MISCELLANEOUS
ELEMENT/ENV: 290/4 Channei 1 ea. ELEM CATEGORY: Channel
COND{T40N QUANTITY
STATE (4) DESCRIPTION
2 Bank protection is in need of minor. repairs, bank may be 1 ea.
beginning to slump, minor stream bed movement may be
evident or debris may be present.
ELEMENT iNSPECTION NOTES:
NOTE: Storm damage assessment completed on 08/26/2005 following Hurricane Katrina. No storm
related damage was found in the structure as a result of the hurricane.
PRINTED: 10(20/2005
REPORT 1D: lNSP005 (condensed)
`
FLORIDA ['''°ARTMENT OF TRANSPOR'''`TION ,
, BR�� �E MANAGEMENT SYSTEM -` .
Inspection/CIDIBridge Profile Report
(HURRICANE KATRINA DAMAGE ASSESSMENT)
PAGE: 3 OF 72
�R, 1D: 930227 1NSPECT{ON DA7E: 812612005 NEWC
iIS7RICT: 04 Fort Lauderdale
Smart Flag Summary
UNIT: 0 SMART FLAG
ELEMENT/ENV: 359/4 Soffit Smart Flag • 1 ea. ELEM CATEGORY:Smart Flags
CONDITION QUANTITY
STATE(5) DESCRIPTION
3 Cracking and efflorescence on the undersurFace is moderate. The 1
distressed area is 10% or less of the underside area.
ELEMENT INSPECTION NOTES:
The foilowing was not verified during the emergency assessment inspection:
The smart flag was created due to the condition of the slab units. Refer to Element 99 PS Conc. Slab for a
general comment and to the Element Notes section in the addendum for a detail description of the re{ated
deficiencies.
1►' - �CTION NOTES:
NC. Storm damage assessment completed on 08/2612005 foliowing Hurricane Katrina. No storm related
damage was found in the structure as a result of the hurricane.
STRUCTURE NOTES:
BRIDGE OWNER: VtLLAGE OF TEQUESTA
Bridge inventoried from west to east.
Note: This bridge is on a 12 month inspection frequency due to SIA Item 70, Posting, being rated 4 or less. Only
Element 99 P/S Conc Slab and Element 359 So�t Smart Flag were inspected and evaluated in this report. For
all other deficiencies, refer to the previous routine inspection dated 2/24/2004.
PRINTED: 10/2012005
REPORT ID: INSP005 (condensed)
FLOP'^ 0 DEPARTMENT OF TRANSPORTATION '�
RIDGE MANAGEMENT SYSTEM ;
Inspection/CiD/Bridge Profile Report �
:PORt ID: INVT001A COMPREHENSIVE Page 4 of 12 -
ructure ID:930227 DATE PRINTED: 10120/2005
C iption
Structure Unit Identification
Bridge/Unit Key: 930227 0
Structure Name: TEQUESTA DR/N FORK LOXA
Description: MAIN SPAN 1 �
Type: M Main
Roadwav Identification: Roadwav Traffic and Accidents
NBI Structure No (8) 930227 Lanes (28) 2 Medians 0 Speed 30 mph
Pasitlon/F'refix (5) Route On Structure . ADT Class ADT Class 4
Kind Hwy (Rte Prefix) 5 City Street Recent ADT (29) 13486 . Year (30) 2004
Design Level of Service 1 Mainiine Future ADT (114) 23398 Year (115) 2024
Route Number/Suffix U0000/ 0 N/A (NBI) Truck % ADT (109) 2
Feature Intersect (6) NO FORK LOXAHATCHEE RiV Detour Length (19) 3 ml
CriUcal Facility Not Defense-crit ••_ Detour Speed 30 mph
Faciiity Carr(ed (7) TEQUESTA DRIVE Accident Count -1 Rate -1
Mite Point (11) 0.325
Latitude (16) 026d57'30" Long (17) 080d06'12"
Roadwav C{assifrcation Roadwav Clearances
Nat. Hwy Sys (104) 0 Not on NHS Vertical (10) 99.99 ft Appr. Road (32) 24.6 ft
National base Net (12) Not on Base Network Horiz. (47) 38.7 ft Roadway (51) 27.8 ft
LRS Inventory Rte (13a) 93 000 114 Sub Rte (13b) 00 Truck Network (110) 0 Not part of natl netwo
�°tionai Class (26) 17 Urban Collector Toil Facility (20) 3 On free road
C ral Aid System Y Fed. Lands Hwy (105) 0 N/A (NBI)
vefense Hwy (100) 0 Not a STRAHNET hwy School Bus Route ❑✓
Direction of Traffic (102) 2 2-way tra�c Transit Route ❑
Emergency❑
FLOP'^ � DEPARTMENT OF TRANSPORTATION ,`� .
.�IDGE MANAGEMENT SYSTEM �
InspectionlClD/Bridge Profile Report
;PORT ID: INVT001A
COMPREHENSIVE Page 5 of 12
ructnre ID:930227 DATE PRINTED: 1012012005 � I
_ture identification Geometrics
Admin Area Paim Beach Counry Spans in Main Unit (45) 5
District (2) D4 - Ft. Lauderdale Approach Spans (46) 0
County (3) (93)Palm Beach Length of Max Span (48} 36.4 ft
Place Code (4) Tequesta Structure Length (49) 181.1 ft
Location (9) 1.2MI W OF US-1 Deck Area 7607 sqft
Border Br SUReg (98) Not Applicabfe (P) Share 0°!o Structure Fla�ed (35� 0 No flare
Border Shvct No (99) A�1@ 8tld SBNIGB
FIPS State/Region (1) 12 Florida Region 4-Atianta Year Built (27) t962
N81S 8ridge Len (112) Meets NBitength Year Reconstructed (106) 0
Paratlel Structure (101) No �� bridge exists Type of Service On (42a) 5 Highway-pedestrian
Temp. Structure (403) Not Applicable (P) Under (42b) 5 Waterway
Main� Resp. (21) CitylMunicipat Hwy Agenc Fracture Critical Details Not Applicable
Owner (22) City/Municipai Hwy Agenc ,
Historic Signif. (37) 5 Not eligible for NRHP _.
Structure Tvpe and Materiai Deck Tvpe and Material
Curb/Sidewalk (50): Left . 4.9 ft Right 5.9 ft Deck Width (52): 42 ft
Bridge Median (33): 0 No median Skew (34): 0 deg
Main Span Material (43A): 5 Prestressed Concrete Deck Type (1D7): 2 Concrete Precast Panel
Appr Span Material (44A): Not Applicable Surface (108): 6 Bituminous
Main Span Design (436): 01 Slab . Membrane: 0 None
Appr Span Design (446): Not Appli�able Deck Protection: None
� aisal
Structure Appraisal Navictation Data
Open/Posted/Closed (41) P Posted for load Navigation Controi (38) Permit Not Required
Deck Geometry (68) 2 Intolerable - Repiace Nav Vertical C1r (39) 0 ft
Underclearances (69) N Not applicable (NBI) Nav Horizontal Clr (40) 0 ft
Approach Alignment (72) 8-No Speed Red thru Curv Min Vert Lift Cir (116) 0 ft
Bridge Railings (36a) 0 Substandard Pier Protection {111) Not Applicable (P)
Transitions (36b) 0 Substandard NBI COtldltion Rati11
Approach Guerdrail (36c) 0 Substandard Su�ciency Rating 61.2
Approach Guardrail ends (36d) 0 Substandard Structurat Eval (67) 5 Above Min Tolerable
Scour Criticai (113) U Unknown Scour Deficiency Functionally Obsolete
Minimum Vertical Clearance Minimum Lateral Uncterciearance
Over Structure (53) 99.99 ft Reference (55a) N Feature not hwy or RR
Under (reference) (54a) N feature not hwy or RR Right Side (55b) 0 ft
Under (54b) 0 ft Left Side (56) 0 ft
Load Ratinq
Design Load (31) 5 MS 18 (HS 20) Operating Type (63) 1 LF Load Factor
Rating Date 8/13/1992 Initials BH Operating rating (64) 43 tons Alternate -1 �
Posting (70) 4 0.1-9:9%below Inventory Type (65) 1 LF Load Factor
Inventory Rating (66) 38 tons Altemate -1 -
Alt Meth -1
FLOP'^4 DEPARTMENT OF TRANSPORTATION
!� 'RIDGE MANAGEMENT SYSTEM
inspectionlClD/Bridge Profile Report page 6 of 12
a � COMPREHENSIVE 1012012005
PORT ID: INVT001A DATE PRINTED:
uc•� - � ID: 930227
�chedul _
Current Inspection Next inspection Date Scheduled
NB1: 2/24/2006
Inspection Date: 08l26/2005 Element: 02/24/2006
Inspector: KN853KR-P - Ken Reinhold Fracture Cri6cal:
Bridge Group: N!A Underwater. 02/24/2006
Primary Type: Special-Nat Disaster Dmg OtherlSpeciaC 02/24/2006
Review_Required: Q
Inspectwn Tvpes
Performed NBI❑ Element �✓ Fr�cture Critical ❑ Underwater [❑ Other Special ❑
Inspection Intervals Required (92) Frequency (92) Last Date (93) Inspection Resources
Fracture Cri6cal ❑
24 mos Crew Hours 4.
Underwater Q✓ 24 mos 02/24/2004 Flagger Hours 0
Other Special []✓ 12 mos 03/15/2005 Nelper Hours 0
NB � 24 mos (91) 02/24/2004 (90) Snooper Hours 0-
. • Speciai Crew Hours 3
Speciai Equip Hours 0
�2 CUSt0111
General B�idae Information
Parallel Bridge Seq Bridge Rail 1 Concrete post & beam
Channel Depth 9.6 ft Bridge Raii 2 Not applicable-No rail
Radio Frequency -1 Electrical Devices No electric service
Phone Number (000) 000-0000 . Culvert Type Not applicable
Exception Date
Maintenance Yard 0
Exception Type Unknown FIHS ON / OFF No Routes on FIHS
4ccepted By Maint 01/01/1962 Previous Structure •
Warranty Expiration 00/00/0000
Brida�e Load Ratinq information �
HS20 Govr. Span Length 34.4 ft Single Unit Truck 2 Axles 32 tons
L-Rating Origination Unknown Single Unit Truck 3 Axles 33 tons
Load Rating Date 08/13/1992 Single Unit Truck 4 Axles 33 tons
Method Calculation AASHTO formula Combination Unit Truck 3 Axles 49 tons
Load Dist. Factor 0.525 Combination Unit Truck 4 Axles 44 tons
Impact Factor 30 Combination Unit Truck 5 fUCles 48 tons
Design Method Unknown Truck Traifer 5 Axles 0 tons
Design Measure English Posting Weight 32.959 tons
Actual SU Posting 99 tons
Recommend SU Posting 33 tons Actual C Posting 99 tons
Recommend C Posting 99 tons
Recommend T Posting 99 tons Actual T Posting 99 tons
Gov FB Span 0 ft FB SU4Rating 0 tons
Gov FB Spacing 0 ft FB Present N
FB HS20 Rating 0 tons
Bridqe Scour and Storm Information
Pile Driving Record Unknown Scour Recommended i Stop scour evaluations
Foundation Type Unk�own Scour Recommended II No recommendation .
Mode of Flow Tidal Scour Recommended III No recommendation
Rating Scour Eval Scour Susceptible - Low
Scour Elevation -1
Highest Scour Eval Phase I completed
Action Elevation -1
Storm Frequency -1
[—" Condition
NBI_ Rating
Channel (61) 6 Bank Slumping Culvert (62)N N/A (NBI)
Deck (58) 5 Fair Waterway (71) 7 Above Minimum
Superstructure (59) 5 Fair Unrepaired Spalis -1 sq.ft.
Substructure (60) 6 SaUsfactory Review Required 0✓
FI:OP'^4 DEPARTMENT OF TRANSPORTATION
RIDGE MANAGEMENT SYSTEM �
�nspection/CIDBridge Profile Report ;
_PORT ID: INVT001A � COMPREHENSIVE Page 7 of 12 _
ructure ID:930227 DATE PRINTED: 10/20/2005
lei
�spection Date: 812612005NEWC
pan Id Iem/E escription Qty1 %1 Qty2 '/e2 Qty3 %3 Qty4 '/04 Qty5 %5 T Qty
99/4 S Conc Slab ���� 7607 100. ����� 7607 sf.
lotes The asphalt surfacing over the expansfon joints is cracked and rutted up to 3" wide and upheaved up to 2" high - NO CHAKGE.
The asphalt surfacing over the longitudinal joints is cracked and raveled with associated potholes up to 12" wide - NO CHANGE. Refer
to photo 3.
The following is considered incidental to this element: �
The sidewalks have spalis with exposed steel and delaminated areas up to 25' x 4' throughout - NO SIGNIFICANT CHANGE. Refer to
photos 4 and 5. The curbs have longitudinal cracks up to 1/16in wide and minor delaminations with and without corrosion staining
throughout - NO CHANGE.
The utility conduit attached to the north overhang is heavily corroded exposing the cabie within.
The undersicle of the slab units are spalled with exposed steel and delaminations throughout. Refer to the table in the Element Notes
section in the addendum for a detailed Ust of the above deficiencfes - INCREASE. Refer to photos 6 and 7.
1 301/4 ourable Joint Seal � i69 6.8 C� 3.2 ���C�� 253 If.
Notes � none >
! 331/4 onc Bridge Railing 304 3.52 �� 60 16.48 ���C�� 364 If.
Notes � none >
) 204/4 /S Conc Column � 22 1.11 �� 14 8.89 ����� 36 ea.
NoteS � none >
D 215/4 Conc Abutment 82 3.3 C�� 16 16:7 ��� � 98 If.
Nota < none >
0 234/4 ConcCap 165 4.82 ���� •�$ ���� 1T41f.
Notes � none>
0 396/4 ther Abut Slope Pro 409 9.4 �� 420 0.6 ���� 829 sf.
Notes � none >
0 290/4 hannel ��� 100. ������ 1 ea.
Notes NOTE: Storm damage assessment completed on 08/26/2005 following Hurricane Katrina. No storm related damage was found in the
structure as a result of the hurricane.
0 359/4 offit Smart Fiag �0����� 100. ��C�� 1 ea.
Notes The following was not verified during the emergency assessment inspection:
The smart flag was created due to the condition of the slab units. Refer to Element 99 PS Conc. Slab for a general comment and to the
Element Notes section in the addendum for a detail description of the related deficiencies.
0 321/4 Conc Approach Slab 2 100. ��������� Z ea•
Notes � none >
0 475/4 Conc Walis � 256 100. ������� 256 If.
Notes � none >
Total Number of Elements: 11
Inspection Information -
inspection Date: 08.26.2005 Type: Special-Nat Disaster Dmg
Inspector: KN853KR-P - Ken Reinhoid
Inspection Notes: NOTE: Storm damage assessment completed on 08/26/2005 following Hurricane Katrina. No storm related damage was
found in the structure as a result of the hurricane.
Ins �n Date: 03.15.2005 Type: Interim
Inspector: 840
Inspection Notes: Sufficiency Rating Calculation Accepted by KNKCAES-P at 2005-04-12 11:03:56 •
FLOP"' 1 DEPARTMENT OF TRANSPORTATION
:ZIDGE MANAGEMENT SYSTEM �
� Inspection/CIDIBridge Profile Report �
:PORT ID: INVT001A COMPREHENSIVE Page 8 of 12 _
�ucture ID:930227 DATE PRINTED: 10/2012005
;p n Information
specuun Date: 02.24.2004 Type: Regular NBI
Inspector. KN738A8-P - Anthony Bibelhauser
�spection Notes: Sufficiency Rating Calculation Accepted by kn738vb-P at 2004-03-4816:58:09 �
KN738AB-P inspection comments -
SVucture 930227 -
Date 2004-02-24 -
ispection Date: 02.18.2003 Type: lnterim
inspector: KN738WW-P - Wade Wolfe
�spection Notes: Sufficiency Rating Calculation Aecepted by kn738vb-P at 2003-03-0416:36:23
KN738WW-P inspection comments -
Structure 930227 -
Date 2003-02-18 -
This is an interim inspection, only elements 99 P/S Conc Slab and 359 So�t Smart flag are included.
�spection Date: 02.282002 7ype: Regular NBI
Inspector: KN738SH-P - Scott Hughes
nspectfon Notes: Sufficiency Rating Calculation Accepted by kn738ma at 3/7/02 11:45:19
KNT38SH inspection comments - Routine inspecUon.
Structure 930227 -
Date ?J28/02 -
nspection Date: 04.11.2001 Type: interim
inspector: KN738R0-P - Rick O'Connor
nspection Notes: Sufficiency Rating Calculation Accepted by kn738vb at 5l15l01 17:34:36
KN738R0 inspection comments -
Structure 930227 - .
Date 4/41/01 -
This is an interim inspection conducted based on SIA item 70 Bridge Posting being rated 4 or less. Onty Element 9914
PS Conc Slab and 359/4 Soffit Smart Flag are in this report. For a comprehensive list of ail other deficiencies and
recommended repairs, see the previous report dated 02/09/00. • '
The following deficiencies noted are not covered by elements in the PONTIS program.
Repair recommendations for these elements can be found in the recommended repair section of the attached addendum.
Signs- signs are posted at each approach for a 33 ton weight limit. The sign configuration does not conform with FDOT
Standard Index 17357 guidelines. Tequesta Drive is posted at severai points prior to reaching the bridge for "No Thru
Trucks Over 50001bs. Net Wt".
Inspection Date: 02.09.2000 Type: Regular NBI
Inspector: KN738DC-P - David Crissey
Inspection Notes: Sufficiency Rating Caiculation Accepted by kn738dc at 3/1/00 11:45:20
KN738DC inspection comments -
Structure 930227 -
Date 2/9l00 -
Refer to the attached addendum for all non-Pontis and additional element deficiencies and recommendations.
Inspection Date: 02.24.1999 Type: Interim
Inspector: KN738DC-P - David Crissey
Inspection Notes: Su�ciency Rating Calculation Accepted by kn7381p at 3/24/99 13:33:04
Su�ciency Rating Calculation Accepted by kn7381p at 3/24/99 11:42:14
KN738DC inspection comments -
This interim inspection is being conducted based on SIA Item 70 Bridge Posting being rated 4 or less. Structural
deficiencies affecting the load carrying capacity were reviewed and will be included in this report. For a comprehensive
iist of all other deficiencies and recommended repairs, see the previous report dated 1/20/98.
Structure 930227 -
Date 2/24/99 -The following deficiencies noted are not covered by elements in the PONTIS program.
Repair recommendations for these elements can be found in the recommended repair section of the
attached addendum.
Signs-Signs are posted at each approach for a 33 ton weight limit. The signing configuration
does not conform with FDOT Standard Index 17357 guidelines. Tequesta Drive is posted at several
points prior to reaching the bridge for "No Thru Trucks Over 5000 ibs. Net Wt".
Previous comments > (none)
Str e Notes
BRID�� OWNER: VILLAGE OF TEQUESTA
Bridge inventoried from west to east.
Note: This bridge is on a 12 month inspection frequency due to SIA Item 70, Posting, being rated 4 or less. Only Element 99 P/S Conc
Slab and Element 359 Soffit Smart Flag were inspected and evaluated in this report. For all other deficiencies, refer to the previous
routine inspection dated 2/24/2004.
1'LVRIUNV�rnnim...�.. ... .......-- -,---
Inspection/CID/Bridge Profile Report
DATE PRINTED: 10/� ,5
REPORT lD: INV7016
Page 9 of 12
Structure #: 930227 .
Left Prof ile By Inspection Right Prof ile By Inspection
o �
-2.5 -2.5
� _ � -5
� � -7.5
� -7.5 w .
� -10 � -10
-'� -12.5 -12.5
.�' _ 15
� -15 � .
_�' -17.5 _� -17..5
x -20 x -20 .
-22.5 -22.5
_25 _25
1 2 3 4 5 6 1 2 3 4 5 6
Bent Number Bent Number
❑ Z000/o2 X 2002/02 � 2005/08 ❑ 2000/02 X Zooa/o2 � aoo5/os .
_ .. ���� —
FLORIDA DEPARTMtrv 1 ur � rw����.+�� � � � •�-• • -• -•- -- - ,
InspectionlClD/Bridge Profile Report
DATE PRINTED: 10%�. .,5
REPORT ID: INVT016
Page 10 of 12
Structure #: 930227
Profile Data - Numericai Summary
Bent # �eft Height Right Height (All Heights Are In Feet)
Inspection Date and Key: 08/26/2005 NEWC
� 18.9 17.8
2 21.6 22
3 24.3 22.8
4 24.8 24 . .
5 22.4 21.7 �
g 18 17.4
Air
Temp:
Profile
Notes:
Measurements referenced from the top of the bridgerail.
Waterline Q Bent 3= 15.0'
...
. . . ., �.. w�:w��,.� ...... ..::... . . :x.:�
FWKIUAUtrH�c�m�ni Vr �rv1��.�rv���r+................�......__.__.______ _ .
Inspection/CID/Bridge p��+file Report '
DATE PRINTED: 10/2�. �5
REPORT ID: INVT016
Structure #: 930227 Page 11 of 12
Profile Data - Numerical Summary
Bent # Left Height Right Height (All Heights Are In Feet)
Inspection Date and Key: 02/28/2002 ENRF
1 18.04 17.39
2 21.65 22.31
3 23.95 24.28
4 24.93 24.28 � ,
5 22.31 � 21.65 .
6 18.37 17.39
Air 1
Temp:
Profile
Notes:
Measurements in metric.
Profile Reference: Top of Bridgerail
Channel Depth: 2.4m
._..�._,�,,�., �,,:. � :::.-�:
FLORIDA DCrAK� mcn � �r ��v.�..,. .,...,... .
InspectionlClD/Bridge Profile Report
DATE PRINTED: 10/2(,. .,
REPORT ID: �NVT016
Page 12 of 12 .
Structure #: 930227
Profile Data - Numerical Summary
� Bent # Left Height Right Height (All Heights Are In Feet)
Inspection Date and Key: 02/09/2000 MDPZ
� 17.72 17.39
2 21 21.98
3 23.62 23.62
4 • 24.28 23.95 '
5 21.98 21.65 .
g 18.04 17.06
Air 80
Temp:
Profile
Notes:
The groundline measurements are referenced to the top of the concrete bridgerails.
Wateriine at Bent 3- 4.8m
, �
�
, �
;
��
:�
;
�
DAMAGE ASSESSMENT REPORT
HURRICANE KATRINA I
STRUCTURE Na a3o22�
,, _ i
`:;
�-_ _ �:
-�
_ _ .� d -
.
_: ; ' - ,
� �,. � � ,..
� n
r--
= ei`s ..�"� . i� '� `�} �i_ eX`���,.f�l'F�^'A'�3.f� daf� j'� ��i
� t _{� � � i _a��c. i .r ��k'�t�.� ���� d7 iNE c`-�,�" - 1
� �n � � � � z e� �����, �� � � >iX s �;$� F���� ,�,��k . 3
��, �x. �. ; 1 �t�. c � � y ,� F �vy . a,.�,� � �,$ � � s t -A�,
r �� s � . ' { t �t� ?k s�U.. ;� _ �� . <} s k �"�S� � •, ``a�t `� � a� z. �,�� ; �' e. _s�
W est Approach Looking East
, i
Kisinger Campo & Associates Corp.
" engineering • inspection • pIaI1111C1g Allen Kisinger
1904•1981
August 5, 2005
Mr. Gary Preston �
Village of.Tequesta � ��•�
P.O. Box 3273
Tequesta, FL 33469
RE: Kickoff Presentation of Bridge Inspection
Local Government Consultant Contract In Aistrict Iv
Dear Mr. Preston: �
It was a pleasure meeting with you during our July 28, 2005 FDOT/Owners' Kickoff
Presentation meeting.
During the meeting, the following inspection reports were submitted to you:
Bridge Type Insp. Insp. Date Dive Date Aaalysis Type Analysis Co�aent
No. Date .
930227 Interim 3/15/05 N/A N1A N!A NJA
Upor. your review of said reports, please e-mail itlocicero@kisingercampo.com) or call
me ((813) 554-1919, ext. 509) if you have any questions regarding the reports or
other information presented at the meeting.
Sincerely, "
� �
� �^
, �f rt^�"i`�r" (.� � v � � �`�'`�
Thomas A. LoCicero, P.E.
Bridge Structures Engineer
Cc: Debbie Meyer, P.E., FDOT Dist. Bridge Repair Administrator
Skip Ferrera, CBI, FDOT Consultant Inspection Contracts Cc�ordinator
Brandon Office • 9270 Bay Plaza Blvd • Suite 605 • Tampa, FL 33619 • Phone: 813/554-1919 • Fax: 813;621-8582
Visit our web site at www kcaann.r.nrn
y FLORfDA ^EPARTMENT OF TRANSPO�'TATION �
� Bh�OGE MANAGEMENT SYSTE�r�
BRIDGE INSPECTION REPORT
PAGE: 1 OF 3
gk._ .,E 10: 930227 INSPECTION DATE: 3/15/2005 MBNA
DiSTRICT; 04 Fort Lauderdale
BY: KCA & Associates BRIDGE NAME: TEQUESTA DWN FORK LOXA
OWNER: City/Municipal Hwy Agenc YEAR BUILT: 1962
MAINTAINED BY: City/Municipal Hwy Agenc SECTION NO.: 0093000114
STRUC7URE TYPE: 5 Prestressed Concrete 01 Siab MP: 0.325
LOCATION: 1.2M1 W OF US-1 • ROUTE: 00000
SERVICE TYPE ON: 5 Highway-pedestrian FAGUTY CARRIED: TEQUESTA DRIVE :
SERV TYPE UND: 5 Waterway FEATURE INTERSECTED: NO FORK LOXAHATCHEE RIV
[] TH1S BRIDGE CONTAINS FRACTURE CRITICAL COMPONEN�'S
❑ THIS BRIDGE IS SCOUR CRITICAL
[] TH1S REPORT 1DEN71FiES DEFICIENCIES WHICH REQUIRE PROMPT CORRECTtVE ACTION
[] FUNCTIONALLY OBSOLETE ❑ STRUCTURALLY DEFICIENT
TYPE OF 1NSPECTION: Interim -
DATE FIELD INSPECTiON WAS COMPLETED: ABOVE WATER: 3/1512005 UNOERWATER:02/24/200
SMART FLAGS: OVERALL N61 RATINGS:
359 Soffit Smart Flag: Soffit cracked DECK: 5 Fair
SUPERSTRUCTURE: 5 �air
SUBSTRUCTURE: 6 Satisfactory
� � CHANNEL: 6 Bank Slumping
. CULVERT: N N/A (NBI)
SUFFfC1ENCY RATWG: 61.2
FIELD PERSONNEL / TITLE / NUMBER INITj�LS
Antona, Nico - Bridge Inspector {CBI#00383) (lead) N�
Sweeney, Tim - BI Tech
REVIEWING SRIDGE {NSPECTION SUPERVISOR:
O'Grady, Patrick - Bridge Inspection Supervisor (CBI#00274)
CONFIRMING REGISTERED PROFESSIONAL ENGINEER:
LoCicero, Thomas - PE #31136
KCA
9270 Bay Plaza Blvd., Suite 605
Certificate of Authorization #2317
Tampa, FL 33619 ;
�ATURE: �' � ���,
DATE: �I' Z�� a�
P RI NTE D: 4/ 14/200510:59:
REPORT ID: INSP002 (condensed)
FLORIDp '�EPARTMENT OF TRANSPO^TATION
° BR�DGE MANAGEMENT SYSTE�vi �
BRIDGE INSPECTION REPORT
W_..JGE iD: 930227 PAGE: 2 OF 3
DISTRICT: 04 Fort Lauderdale INSPECTION DATE: 3/15/2005 MBNA
All Elements �
UNIT: 0_ DECKS
ELEMENT/ENV: 99I4 PS Conc Slab 7607 sf. ELEM CATEGORY: Decks/Slabs
CONDITiON
STATE (5) DESCRIFTION . QUANTITY
3 Repaired areas and/or potholes or impending potholes 7607 sf. � _
and/or raveling or rutting exist. Their combined area is
more than 2%a but less tMan:10% of the total deck area.
ELEMENT INSPECTION NOTES:
The asphalt surfacing over the expansion joints is cracked and rutted up to 3" wide and upheaved up -
to 2" high - NO CHANGE:
The asphait surFacing over the longitudinal joints is cracked and raveled with associated potholes up
to 12" wide - NO CHANGE. Refer to photo 3.
The following is considered incidental to this element:
The sidewalks have spalls with exposed steel and delaminated areas up to 25' x 4' throughout - NO
SIGNIFICANT CHANGE. Refer to photos 4 and 5.� The curbs have longitudinal cracks up to 1/16in. �
wide and minor delaminations with and without corrosion staining throughout - NO CHANGE.
The utility conduit attached to the north overhang is heavily corroded exposing the cable within. �
The underside of the slab units are spalled with ezposed steel and delaminations throughout. Refer to
the table in the Element Notes section in the addendum for a detailed �ist of the above deficiencies -
tNCREASE. Refer to photos 6 and 7.
REPORT ID: INSP002 (condensed) PRINTED: 4/25l2005 13:20:40
� FLORIDP '�EPARTMENT OF TRANSPO^TATION i
- Bn�DGE MANAGEMENT SYSTE�,►�
BRIDGE INSPECTION REPORT
Bh...�aE ID: 930227 PAGE: 3 OF 3
DISTRICT: 04 Fort Lauderdale INSPECTION DATE: 3/15/2005 MBNA
Smart Fiag Summary
UNIT: 0 _ SMART FLAG
ELEMENT/ENV:35914 So�t Smart Flag � 1 ea. ELEM CATEGORY:Smart Flags
CONDITlON
STATE (5) DESCRIPTION QUANTITY
3 Cracking and efflorescence on the undersurface is moderate. The 1
distressed area is 10°!0 or less of the underside area.
ELEMENT IIVSPECTION NOT�S:
The smait flag was created due to the condition of the slab units. Refer to Element 99 PS Conc. Slab for a
general comment and to the Element Notes section in the addendum for a detail description of the related
deficiencies.
INSPECTION N07ES: .
S �ncy Rating Caiculation Accepted by KNKCAES-P at 2005-04-12 11:03:56 .
STRUCTURE N07ES:
BRIDGE OWNER: VILLAGE OF TEQUESTA
Bridge inventoried from west to east.
Note: This bridge is on a 12 month inspection frequency due to SIA Item 70, Posting, being rated 4 or less. Only
Element 99 P/S Conc Slab and Element 359 Soffit Smart Flag were inspected and evaluated in this report. For
all other deficiencies, refer to the previous routine inspection dated 2/24/2004.
. PRINTED: 4/25/200513:
REPORT ID: INSP002 (condensed)
�
;
FLORIDA DEPARTMENT OF TRANSPORTATION
BRIDGE INSPECTION REPORT
� . ADDENDUM
. ,,
. .
,_
. _
- ,
,
CONTENTS OF ADDENDUM
Location Map Photo Section & Sketches
Approach & Elevation Photos * Fracture Critical Data
Load Rating Analysis Summary Recommended Repairs
Field Preparation * Scour Evaluation
Element Notes
* This section is not included in this re ort. �
BRIDGE OWNER: VILLAGE OF TEQUESTA
BY: KISINGER CAMPO & ASSOCIATES CORP.
REPORT IDENTIFICATION
Bridge Number: 930227 Interim #1 Inspection Date: 3/15/05
Bridge Name: Tequesta Drive over North Fork of Loxahatchee River
Road Name/Number: Tequesta Drive - ""
Feature Intersected: North Fork of Loxahatchee River
Critical Deficiency .Statement: None
Traffic Restrictions: Based on the Operating Ratings contained in the current load rating analysis dated �
8/13/92, posting is required for the SU type vehicles at or below 33 tons. The structure is currently posted
in advance of both approaches and at both ends of the bridge for 33 tons weight limit. Refer to photos 1
and 2. �
Page 1 of 11
i
FL( DA DEPARTMENT OF TRANSPORI 'ION �
� BRIDGE MANAGEMENT SYSTEM ��
BRIDGE INSPECTION REPORT gridge No: 930227 9
;
Inspection Date: 3/15/05
LOCATION MAP j
W.� 5E PINE 4R�VE .�� � 1 o ell Gat o elouinp Rc
INT �? � -•_ � ` ,' '�' �pL��
G ��'� � r ; . $�R
�y y �( �Q � IVER RID4E u�:� SE �lSt.PA _
? POI tyG C' � �.�Q,'t y y = � _ . � OO,
�i � �'� � m � Q �
TLE CREEK W 7S � �
LEATHERBACK m W m
_ ^ � .._-- N--�[, .. N at- 1AAR O � Z �
r FAIRWAY N�.` � i � W y 0
� � cn o CHAPEL WINGO'S� c�(
Nm� w
/ m
�'�c� F � �cou T a c�uB ' `�F,�����.��� r ^ �h�� � � a�rarrr�nx
� .
�, � `2� �` R� W ��p� ��__
• � 81}T1K� I�1� � CYPR S � �itD S
7v o WILLOW R�
. �fi 91 YN1 R4 t �W �� PINETREE
� �9,,� 2~ ��� P n 93022? m qM �� A IAUREL O S _ ��AC
�., cg, p�` y z
�'b � � p �� A � N DOVER'RD W ERWAY RD
sy coRa�.
��� U3 �A c �� , � � Tequest BEACON � L RIDGE
RIVER ISL RD 'r � DOVER RD CHURCH RD N ..� .o
O BAWIEW fRANKLIN RD 9'a� CO E RD �
�`. q,., S g DYYI Ct a B _ W WINDSOR RD N 1
�` w � p °� E BEVERLYRP
� � k
��q� '{'� 'f'r� � � � 3
'P� � Z �/AN RD T R A 9A
PENNOCK POINT RD � � J m � ,
'�fi�bFiVS SHIRLEY 9 � ,-� w � r "`��
Y r�I
RD URDEA R Ol� MyST(C m �{�� .x���
NTAIN PALM � �"`��'`�'' �,� �
p ROEBUCK RD '�� � �� P ��
,� � ����`
v_ �' � m � "� T
r �n �
c -m+ �,� '}�d �N4�� �
O�`� c . _ � , t� � � Q��� 1 0 KILLANE • �
� x .�.i tu � D� '� O � ' Q O
�_ - ��,•� O 2 � z � _ � 811 TUf
1807H PL N �� �z p � o w 0 z z R f
�- �CENTER $ r z z E NTER �
' � TIDEWA ER �
W W RIVER GOn,1M�y�y�. � m z m i ~ EDMUND DATU ~ RIVE
FT.. `�� '�x { �
m Ceraer- ark Plaz�
} DOUGIASHUGH ,,, �_�
ozaeo mu�... lm�tAEu IIfl� 010Y0 GDi, Iac nio�n000 � _�
Tequesta Drive over North Fork of Loxahatchee River 1.2mi West of US-1
Page 2 of 11
FL( DA DEPARTM
ENT OF TRANSPORl 'ION �
BRIDGE MANAGEMENT SYSTEM I
BRIDGE INSPECTION REPORT
Bridge No: 930227
Inspection Date: 3/15/05
APPROACH & ELEVATION PHOTOS
��
: .t' �, y
_`�
�.:R � .
- �;�*�' _ _ i�"
- - -`,,,
- . ` ;,���� � � � s ,. "_ �r
f , , ,.,
�,,,_.._,� " _ . ..... .�: �5, _
_ •�-�-� ..� - w � . �� , ��
. . . . . . � - - .
;_ � .. . . - . _
d.c � - . � � � '
�" . ' .' . ' . '.. �-�,
t
3 " . -- .� dJt
eY ,. , ,- .. . ..�-�. . .
�:'s t �.; -� . .:
zric - � � - . - ��'ia
i
.
. , �:� . ' � " -kv
T.� }' : � � � �
-r � � 4. _. � � .. ' . . � . . . - .
- � . - - � . _ � � LL.
� a. �; � �r �. . . �{� �t��
�+ t ... � .. ... . .: . . . ... . .�... �
��_ `w�. } L.b
�. ._.. .t ,.+.f ..:-. , ..... . �
West approach
..�
� ,�
� � �,
, ;; �'�,. � �, � '� ' , � , '. j . - �.
�:_ � �
� � ., ( ; u����.:rc �� � � s :. �.., ..e ir�
,- - cLy , � �...�.. � yz � � 9 • 4 r� I.cZ + '�� •
� _ �....SaF�' y. z.._ .. ' f«-- y �
�.sr _�S.zsYSr�+�"° , . � � �f � ', � �.. � t.:. _ 'kr' '
_. � �
�— : '�� . : �' • . .
. ? . �y� � �� t _.
. z . '- �` , a '' ' _ �' ���t ..'... - .. .
- =,ej, . �� �V ` 7 " i .'^-�' 'Y-�;a�, -. ,: . .
�
�r �i�i �-� . - r
„
�:�.,. � - .., .. .x
- .. . �• f. " .: . u. ' ..�
... . '� ' . .,� ' .C'� . - ;.
..: �.. . . . _ .
v , '�wc.."- . '._ �yr
b` - , y
- r�' ���
} ,C - t = ^ �.�, 1 ��
� ����
� � ._
4 �..''" .: " � �tSA��`.
Ky � � � a.+a �'� � � " st",w
�` �'� _ 'Y '��-�A+.4:C�. F
_ r �".�?�. _ -
' ..e�.+_ "��''�"'- .s.
�� 3.
North elevation
Page 3 of 11
. �� . - - q ��,
FL( DA DEPARTMENT OF TRANSPORI' 'ION ;
- BRIDGE MANAGEMENT SYSTEM -' '
BRIDGE INSPECTION REPORT �j '
Bridge No: 930227 r ' �
t ,
Inspection Date: 3/15/05
LOAD RATING ANALYSIS SUMMARY
;
'►fL W KO�b� OflutM�wT O' i�RT�TqN . /0�� NMU.as . ;
�NIAtLt Rt.
� . lOAO CAPItGTY tNFORMATIO �.. r„�rw,w� '
' ' . w. �
., o,►rE: � .� 1QZ �
aruoc� Nuwe� � 430 2 27 _- a
� 1NY�}ifOAY R1►SING: 3� POSTIN6 OATA:
FOfW I� �1 ��AOWG ..��Tb� � POSTED�' .' �F YHS, OUSTiNG RESTR1CTtCNS LZ��1
pT}1EA ( J lOAO1NG
POSTING NEss1EQ �• iF Y€5. Se= 7:.31E 3ELOW.
OATc SIGNS �ECTcD
i) GOVERNiNC SA118 DATA: - v ?�
CO OWNG FAGL ORS: r'� G
A) ME ___ .....ANALYSISs � SPAN NO.
J�G LFO � �
._.aNSO ' S?AN L'TH.
8) JINALY5IS SYSTfM: OES. v�-{..�?�
�1AS � OISTR. F. z.�'�' OtSTei. F. b1Ei F10Q A�SH7'
RUfcM CONTINU US ��—
� v OA M � LOC..sa�—
�Of MEI�SER ANA�YZ�Q: . UP 51'HUCnRE _ SUBStRUCTURB
NC. SeCT. _.•�9ENT CONS'i'ez.
ESSEO CONCREiE SECT. .---A�� �_PILINQ
,,,_,_,AA$HTO GIROERS _ C•t.P. 51J18 ,..._+C '
�_NON-STM1011AO SECT. .__pR'eC.�ST SU8 �pl'u'� C�NSTR.
�8 1A9-T C QX CULVEa': __P ltlNG
'_51NG1�-T ---Ca.?. 80X
^ STc°l. SECT. �00 i INC
� __DOUBI.E-T __ J �� + ,�OWhtN
NOIIOW VOID SU9 � �Te GIR. -�---��
__SOUO SV►8 _.�gOX
_,_pRECAST S'cGMESIT1a. 90X _�OMPOSITH
�pQST TENSIONEfl
� LOAD 1U►7'ING S11MhU►RY TJ►BL,E
lOAO RATING SUMMARY FOR OP£RATING RATING (Gross Tons) pOTeS:
f = 1, FOR .=.r1CF! S?AN
i 5►wN NO. A LL � � & o� ANALYZ�a. =NT=.�
� y ( � ( o = � !; s�,w r�u�aF.� .�No
� ; Ltx eac.ro sa� '
, 3y• � � 8E+1HtNG TO
� e e T 4 s e w � e w w � s o w a o w s o : � e i N g i SEARING L�NGTH
TYP_
* pF � � � � � � t j� : � t i � � � w w N� w �� N i w j� f` , o w. IN SPAr.�S �
o LOwO1NG S o`"r "�* O 'T 6 • a ` 6 ' � t �' s PROVIDEO.
F � tT 2 ��' ��"� Y. FOA l.OAD RAl'INC35
� 33 �? ", � _. _ c..�cuut�a ar-
o Sw „ 33 " woaKlr,� s�►E55
a �^ � � oE51GN. PIACE
� su+ � 33 � � ' 33 ,- • A5TERtSK (y TO
A p 2e � `�q `��(. �I RlGHT OF MTINt3.
� �� �6.6 `l`! � �� ' �. WHEN 51-tE�R
� 'y OH MJMEM'
G �,, � Q�� OETERMINES LO.�O
A �. • P...iTING. MAAK
� � � �.PPROPRIATe
STS 36.6 ..I j � f 3 , j°• COIUMN.
e.�. ►,s � �f3 � �
t coMM,g� _J.�tia <�-N✓ �frt� r�cl_ rc-� �sf; ng.�r,r �.u.�f Q_ c�n 1-�-_��.._
��L�� crf- �3te115. _ -
�.: , .
l COM�AT1pPtS; PEAFORMEO SY p .,. � , ^ . � . .
OATE
Page 4 of 11
FLC DA DEPARTMENT OF TRANSPORT 'ION }��
�.
� BRIDGE MANAGEMENT SYSTEM
BRIDGE INSPECTION REPORT
Bridge No: 930237
Inspection Date: 3/15/05
FtELD PREPARATION
1. Tools and Equipment
Normal Bridge Inspection Tools .
Boat
� �
2._ Services
N/A
3. ScheduTing
Daytime Hours
4. .Site Conditions
Traffic - Estimated A.D.T. 13,486 Estimated $ of Truck Traffic 2� .
Stream Flow, Generally --'Tidal, (Current - Tidal, Moderate)
Vegetation Conditions - shoulder and slopes light .
Waterway - none
Site Accessibility - Typical.
Boat�Launching Site - at structure
Embankment Conditions - Typical
5. Traffic Control Requirements
6, Underwater In•spection Requirements
None (Interim inspection)
7. Special Access Requirements
N/A
8. Manhours
Travel to and from site. 2 hours x 2 people = 4
Inspection hours 2 hours x 2 people = 4
9. Plans Available: Yes
� . . .. .. a . . � .
Page 5 of 11
FLC DA DEPARTMENT OF TRANSPORT 'ION
BRIDGE MANAGEMENT SYSTEM '
BRIDGE INSPECTION REPORT
� Bridge No: 930227
inspection Date: 3/15/05
�
ELEMENT NOTES
Element Category:
Element 99 PS Conc Slab ' :
The following is a list of deficiencies and locations noted in the underside of the
slab units:
Slab Unit 1-8, south edge, 6' x 4" delaminated area; at midspan. -
S1ab Unit 2-3, north edge, 1' x 10" x 2" spall�with exposed rebar, at Bent 2.
S1ab Unit 2-3, along north edge, delaminated areas up to 3' x 8" x 3". �
Slab Unit 2-4, north edge, span length x 10" delaminated area.
Slab Unit 2-8, north and south edges, 2' x 1/69" longitudinal cracks, at Bent 2.
Slab Unit 2-8, south edge, 15' x 5" delaminated area, at midspan.
Slab Unit 2-9, south edge, 10' x 3" delaminated area, at midspan.
Slab Unit 3-3, along north edqe, 20.' x 6" x 6" spalled and delaminated area with
corrosion staining.
Slab Unit 3-3, bottom face, 8' x 9' delaminated area, at midspan.
Slab Unit 3-4, bottom face, 15' x 4' x 3" spalled and delaminated area with exposed
rebar, at midspan..
Slab Unit 3-5, bottom face, 15' x 4' x 3" spalled and delaminated area with exposed
rebar, at midspan.
S1ab Unit 3-7, bottom face, 20' x 3' x 3" spalled and delaminated area with exposed
rebar and prestressed cables, at midspan. �
Slab Unit 3-8, bottom face, 6` x 3' delaminated area, at midspan.
Slab Unit 3-9, north edge, 2' x 6" delaminated area, at midspan.
Slab Unit 3-9, south edge, 15' x 10" x 6" delaminated area with corrosion staining, :
at midspan.
Slab Unit 3-11, south edge, 12' x 1/32" longitudinal crack, at midspan.
Slab Unit 4-1, bottom face, 4' x 1' delaminated area, at Bent 5.
Slab Unit 4-3, bottom face, 3' x 6" delaminated area, at 1/3 point.
Slab Unit 4-3, north face, 5' x 5" delaminated area, at midspan.
Slab Unit 4-4, bottom face, 4' x 2' delaminated area, at midspan.
Slab Unit 4-5, bottom face, 6' x 3' delaminated area, at midspan.
Slab Unit 4-5, bottom face, 4" x 3" x 1" spall with exposed rebar, at 2/3 point.
Slab Unit 4-7, bottom face, 4' x 1` delaminated area with corrosion staining, at
midspan. . _ - . .� _ ..: - _ .
- 51ab -Unit 4-9, sdutl� edge; �10' x`>6"'delaminated area, �at. .midspan. ,._
Slab Unit 4-10, bottom face, two 3' x 1' delaminated areas a� midspan and 3f4 point.
Slab Unit 5-3, north edge, span length x 8" delaminated area, at midspan.
Slab Unit 5-3, south edge, 1' x 1' delaminated area, at midspan.
Slab Unit 5-4, north edge, span length x 8" delaminated area, at midspan.
Slab Unit 5-4, south edge, 8' x 1' delaminated area, at midspan.
Slab Unit 5-9, bottom face, four up to 6' x 8" x 8" delaminated areas.
Page 6 of 11
FL( DA DEPARTMENT OF TRANSPORI 'ION
- BRIDGE MANAGEMENT SYSTEM
BRIDGE INSPECTION REPORT
Bridge No: 930227
Inspection Date: 3/15/05
PHOTO SECTION
��: �� �: ` �;* . � "�'� ,
'�` � ` . ''
k Y ~
. i� - '�. . �y 'r
:1�' , '� ).�¢ �i .:�,��{ � i�
w � : � J?
• , �
l ?�... . ..�'+ ; ` �7{� . f � � � •
a �'�:, y �
y�.Y:::. S" :.t . ' _
'T � �' F K
�
� wEr�HT-
4 ;:LIN.�LT ;
�,.
} : _;� �,
� F ������ _:
� T��=�
Photo #1 West •Weight Limit Sign.
,I
wEi�HT ��
LIMIT
33 ��� -$� �
`�: T4NS
�47�
�'w r -r;<� �-�`";;?�'Ri �'„ -
Photo #2 East Weight Limit Sign.
Page 7 of 11
FLC DA DEPARTMENT OF TRANSPORT 'ION
BRIDGE MANAGEMENT SYSTEM
BRIDGE INSPECTION REPORT
Bridge No: 930227
Inspection Date: 3/15/05
PHOTO SECTION
��` _ �
� +!e�rt�r'.
, ay _
�� _'�`�� s � � �. i� }°` � :t...-
� �A
�'� {! � �# ��� � `��� £ �� - .
. �8u� � �_ � � , � .
k -
-3. � Yb�#, y sr ' ��� ` i ' � "� ' �"3
� .�
-.,.� 'l� t ; S �r F :. ' _ � '� . .. i '^•_
- rt � 1 t �.,, '� �,��� z'�n a. :� ;
i �� � � �� Y �� ' � Y� � � �
a . .s—s �..� , �� a.
- .K4. 3 ...$ - � . .. . ' F �--. v�crr•.
fY,a.. ..3 .n. � � 'r 3 , ^� 35.�. ., �.'; , llf'c :4-'-
.,a �.
, �f+'�S�?" � -i'�£�}P� � {:.�` .a` �_�� "� ��'i . .
��nt � , ,fr.r t . . � '"'_ :r., t X Z� �� � ��..�`�` � � -
<� , �'`�ia„� . ��
� � � � j K � ^�; ( Ms
' :t .� �n n4� n „�� : r 1E �� �� � '3 � >� { y . Fy f ?�. _ _,
���� � � S�i+ Y�� � ��
M x � ,� ..; r`� � , s�,Fac c ±a F 4�.�.� � , " � "�.r
�+ Y
� j `# � �� � ,�
.�r1�, c r ' �� * � �?�
° � �,r`� �, �.�-�"� .,��.
' "- �' �M Y � ��� �t R .. � y ��y,�.. . _ 2 Y _
����s..�� �, .� 1 . �'` .
� a � � '�rrt ��a yy, i � -x�. . i
e � �� '� '�` ' � 'ft `�" . . t�"Xt .Ll
'�� ��� ��t < � # ��i ��t�� +€�e�� t� ��P�` �f � ! y ';£ `� � $ x �'�+'� .� .+'� j �JF�
'�� } �� R �.� t � z - p.�� i tts.�� �� :., a� � - �}� si��i5���.�§/ �� �'`� e �' �+. 'tu+. ,��"�"',P.
X`�t'. .' b '}� �_ � - � � �.�' �$ �$�',�z' ) �� %LL � �i R � � 1 b
.. � f � � r m. "- {sa �. z ,� t ��"� .r� 4 �,, if�C� ��' �.��3' �,� zr - � ta � : � �,.'g: W
�T i;�1� �;�.�q' .+,� t :s ,� : J�x ��� �P�,;��y^�y��7,-w�� '��` `�e a-�-it� � i' `
: �
a G:• l
:, - �. y . � 7��s�L: �,��"�� �� r
r . : a , e � �'t���
� ✓c�� `' a �.: t�. . �
-i�
�
�
�
,
,;_ �tE
� �e�
'� « r� �
.E
Photo #3 Element 99 - Typical deteriorate�d asphalt surfacing over the joints
of the slab units.
i 'S�. 4s'TP :- inL ;.� '
s 1 � � `�: � . . .. _... , � �.� ��: � ,� ty - aF�+�
,�. C �� �k b ��
;'� se �j��� _ _ .. �.. �u���" �� t . - �� . ,
#+'�� ��,._ l. � �� 4 � ;� u st:.:
�:- '� _`'���
ri � � ; �
�r - �
� �` -�� � �-
d q ,,, �,� �
�� r _:�' �� '�
f, �'� � � -
�£ �� ' " �° ,� - ,�`- � `""' =
�..� i .,' �-- - �- '� � ��
���,a � h
� s s �,���: ��': �;����Y
�' _-, - "" � ;�._ ..; �
� � �'�+ f �£:.i� K�" . �
a � �� _
'+�i
� i ��� t x;% �� �-i-`�� � � ��` ' �'�''� ��,�
��Y � � �� { � K � � �-
- �r � :; r -� "r,;:
,. � �
, r
s . ' ?° �" ' � :i i�� u�! �., a .
a�'��� �.� � �.�'�„� _��. �� � �
.- , � � . �.. � ' h ; .
�''-� .�.�:.,�,,. � � � �� ` �:
, '. .> r �i, -
�
LL>
� � }, � � F " , t ''sa L _ ��� � 6� L 'C�� : . �� �
ti
. t � , � �w s. ''� 'Y �..�`�'
.P--;. � Z�:R� ��'.. ��: f.
AM
:��, � .. - , � � yT � v i.. �
Photo #9 Element 99 - Typical delaminated area in sidewalks.
Page 8 of 11
FL( DA DEPARTMENT OF TRANSPOR7 'ION
� BRIDGE MANAGEMENT SYSTEM
BRIDGE INSPECTION REPORT gridge No: 930227
Inspection Date: 3/15/05
• PHOTO SECTION i
3
F
�
�z t � R J � �'+� r`��i �[ Sr,� v+'; a�3 _ a� � t � f - � c + -. d �, M d ° ��s � . � �{' �
#. �� e �ri.d l ta c _K �.1+7,�' „ � t ° y � ���. a �' ta,�� � �� 1 +� { g� � e� k s`�i , ���as,�' t ��. �,��
�
�;�' n��5' R��t���'� � �^ , �, ��������yw�r `�`�, _t'�.p{� �� '� � � � 1 � �f � �� � �� ��
� �1 t� a,+y�- y,
,��i f�� t �,u� ���'.'� � �tff � ��y �''�� � � �tl �� ����"� "�` z �� §
� '� ��y,�4y�� f x �k €st' } �� �,'�1 f � �.-'�*1 ''.,� ��"��}�`.���� '��
r� • r ` ��� �
� } �5 �k �-�ylht��v �y� ;a p:s`z ���
_y � , � 4 � �. S' : �� �
�, �. z z w f �..� k t� �t- � a-„ -' r � n � h° i
a 17 �hn �t �T F k q a 3 ` �Z : �'F+�,�,� 7 � A � � � �� �:}
� l �
`'�� y . .�� � �it :{ A ., �, ru
�' � ' � � '�,:. .3 n- t �,r
� ,� � ; f ," �,t � � s '�,�
s � t .� x�� �.� j� t ��� h r 't,s� '-
� b �_. � h : ,+', *b � r �l -y w � i,
p � f � A ` � 9k Ji � � 'z � C f s ' 1 ,` �� 2' � 5 '� "� .. � � • _
��,�2 � � r - f� k: .#. > � s �'u�er 7` � n
�.' � � e i _i� ��' t.'�� �� -
�-� �
- �' ��: � `��. ' i
. �� L A F t Sa ,r �{� r} � Y � � i i �_:` � ,�
{ . g „�.. �i� u� .� z- 9 y .: f' .B� < q� -
Y af : � � . � 7 i !r �. ' r ki ; w{ �',` � - )1L J��i:.
�. � r 3�' � �e�
'� � : �` x 7' �{ ��'��x � � i, �� _ ��.
. r -� i � �f p S 3� �+ a s7 d� ��! � 1i � i�� � � � : t � t �„�4 �'�
'� � � �. i t �y, f � ! # � .-. t ` � Y . 1 � i� - X�
�: �-JNro °lY� 3 �i.� � A- {� a�.�l °����,� t '� . s . ; e � t -' 7) 2 .:
.:3 i a�. � a � ,�s3 v
r � * ��,�'� r <�� a ? � l +a ' x :� 'i y..� �... d �St �t�,�����
' � ,� 4 � ; rt i . 3 .�..� 3 � i ''� � `$
_ . f � ��� x � � I ' K � �'Yn�X���:3'�i
� * ; -., __ .
, i .�n"�{a. Y-..� ��!.,1��K.'_ +. ! :,..:�� s�3:S, .i .,-n .a�+'��
Photo #5 Element 99 - Typical spallinq with exposed steel in sidewalks.
_..� c. . ¢ r�
��{ + p� t ;
_ r,� ��� � r �._i � �'
_ �. - r� � �-a`.
3�� �}� � _ i �� �•
- :irE
�� '
'<-,r:;;—
•§ ): �.ti!!�
� s . � � ` `"
a. F a �;: �'-,�
1 i : -� i '' y 3 � � ' f.- ' . � r F3' � 3 , S � ( 3 23. �` , , K+ '�.
C .i'��''� � �,�, � ��� �'' � p `i! " �Y �'�.+� t' z n s s �T.�' 4f ��+� �;n�` �� . i'S� � .,.. .
F- x� . ���y �,�i, ¢� L , ---+
_ t1. s F� S '�3',Fr.,�;"„� �'°� "?, r s �,_ .�r,�" `� ,� - �z - } a;_s'`t,prs "� .t-..-. " .
_ _ ',r . i ti - _
S
� . _ ' . '.c:t' . -
_ � . +✓J.�..�,� _ - . .
,. .. , �r�' �': ''?�'
..�7*er'
,-�: :
_ .. ,: ,�,z�� �.- y-�
Photo #6 Element 99 - Spalled and delaminated areas with exposed rebar in Slab
Units 3-4 and 3-5.
Page 9 of 11
FL( F�DA DEPARTMENT OF TRANSPOR1ppj10N
� BRIDGE MANAGEMENT SYSTEM j
BRIDGE INSPECTION REPORT
Bridge No: 930227
Inspection Date: 3/15/05 ',
PHOTO SECTION
� =� - � � � � � �
� }� � �
:,, � � �� � � _ �
r* -
�z. _ : - � i .�k
��. � ,�
� s
� _" � r� � +�� �
� - } k � ��
.. '
.. -
� -.
- { v� - " '<
� .;�
� ".', Y �.
_ � 'F �
��� �� �. ..
� �
- _ y
��
.
_ � ' � �` '�F. .¢1
I � �
I. �
..� £ ''�. � . - ..,.. ..;� Ay ):
. ._� �.�K' �i -
/-� �
�
� ia � ..�� . ��� •.��- "" J � .�C� _ ;_� � .
. . � � � � � �•¢ ���+,� � . � . v.
�w, ". .aT .. ,.�
� � � .• �. 'A1F . .,g "_ '
�It .. � j � F �� . . : .� t . . . . .Y . � � . . .
A. �.+s�fM��". � . - _ .
.. � ., ° 'AP' �sr= .
� :�_ aiZ'. '
Photo #7 Element 99 - Spalled and delaminated area with exposed rebar and
prestressed cables in Slab Units 3-7.
Page 10 of 11
REPORT ID: INVT001A FLORID` ^EPAR7MENT OF TRANSPORTATION Page 1 of S �
k. �GE MANAGEMENT SYSTEM ..�E PRINTED: 04/25/2005 13:21 �
COMPREHENSIVE INVENTORY DATA REPORT �
;
S �re ID: 930227
:,
u �scription
Structure Unit Identification ,
Bridge/Unit Key: 930227 0
Structure Name: TEQUESTA DR/N FORK LqXA
Description: MAIN SPAN 1
P
7ype: M Main
Roadin►av Identificat'� Roadwav Traffic and Accidents
NBI Structure No (8j 930227. Lanes (28) 2 Medians 0 Speed 30mph
Position/Prefix (5) Route On Structure ADT Class ADT Class 4
�nd Hwy (Rfe Prefix) 5 Ciry Street Recent ADT (29) 13486 Year (30) 2004 .
Design level of Service 1 Mainline Future ADT (114) 23398 Year (115) 2024
Route Number/Suffix 00000! 0 N/A (NBI) Truck % ADT (109) 2
Feature Inkersect (6) NO FORK LOXAHATCHEE RN . Detour length (19) 3 mi
Criticai Facility Not Defense-crit Detour Speed 30 mph _
Facility Carried (7) TEQUESTA ORIVE Accident Count -1 . Rate -1
Mile: Point {11) 0.325 -
Latitude (16) 026d57'30" Long (17} 080d06'1Y
Raadwav Classification Roadwav Clearances_
Nat. Hwy Sys (104) 0 Not on NHS Vertical (10) 99.99 ft Appr. Road (32) 24.6 ft
National base Net (12) Not on Base Network Horiz. (47) 38.7 ft Roadway (51) 27.8 ft
l°" �nventory Rte (13a) 93 000 114 Sub Rte (13bj 00 Truck Nehvork (110) 0 Not part of nati nerivo
ctiona� Ciass (26} 17 Urban Collector Tol4 Facility {20) 3 On free road
� l�� � �ederal Aid System Y Fed. Lands Hwy (105) 0 N/A (NBI)
Defense Hwy (100) 0 Not a STRAHNET hwy School.Bus Route Q✓
Direction of Traffic (102) 2 2-way traffic Transit Route ❑
Emergency❑
;�
� , ����'�-�� "°
�12s)o�'
2EPORT ID: INVT001A FLORID� ^EPARTMENT OF TRANSPORTATION � Page 2 of 5
� E �GE MANAGEMENT SYSTEM ..fE PRINTED: 04/25/2005 13:21
COMPREHENSIVE INVENTORY DATA REPORT
St• �e ID: 930227
.ructure Identification Geometrics
Admin Area Palm Beach County Spans in Main Unft (45) 5
_ District (2) D4 - Ft. Lauderdale Approach Spans (46) 0.
County (3) (93)Paim Beach Length of Max Span (48) 36.4 ft -
Place Code (4) Tequesta • Structure Length (49) 181.1 ft
location (9) 1.2MI W OF US-1 Deck Area 760T sqft
Border Br SUReg (98) Not Applicable (P) Share 0% Y Structure Flared (35) 0 No flare
sorder-stn,ct No (ss) Aae and Service
FIPS State/Region (1) 12 Fio�ida Region 4-AUanta Year Buift (27) 1962
NBIS Bridge Len (112) Meets NBI LengtFi Year ReconsVucted (106) 0 �
Parallel S4ructure (101) No �� bridge exists Type of Service On (42a) 5 Highway-pedestrian
Temp. Structure (103) Not Applicable (P) � , Under (42b)_ 5 Waterway
Maint. Resp. (21) City/Municipal Hwy Agenc Fracture Critical Details Not Applicable
Owner (22) City/Municipal Hwy Agenc
Historie Signif. (37) 5 Not eligibie for NRHP '
Struc�ture Tvpe and Material : • Deck Tvpe and Materiai
Curb/Sidewalk (50): Left 4.9 ft Right 5.9 ft Deck Width (52): 42 ft
B�dge Median (33): 0 No median Skew (34): 0 deg
Main Span Materiai (43A): 5 Prestressed Co�crete Deck Type (107): 2 Concrete Precast Panel
Appr Span Materiai (44A): Not Applicable � Surface (108): 6 Bituminous
Main Span Design (436): 01 Slab Membrane: 0 None
Appr Span Design (446): Not Applicabie Deck Protection: _ None
�' ,�.�praisal �
Structure Aparaisai Naviqation Data
OpenlPosted/Closed {41 } P Posted for load Navigation Control (38) Permit Not Required
Deck Geometry (68) 2 Intolerable - Replace Nav Verticai Clr (39) 0 ft
Underclearances (69) N Not appiicabie (NBI) Nav Horizontal Cir (40) 0 ft
Approach Alignment (72) 8-No Speed Red thru Curv Min Vert Lift Clr (116) 0 ft -
Bridge Railings (36a) 0 Substandard Pier Protection (111) Not Applicable (P)
Transitions (3sb) o substandard NBI Condition Ratin9
Approach Guardrail (36c) 0 Substandard Sufficiency Rating 61.2
Approach Guardrail ends (36d) 0 Substandard Structural Eval (67) 5 Above Min Tolerabie
Scour Critical {113) U Unknown Scour Deficiency Functionally Obsolete
Minimum Verticai Ciearance Minimum Lateral Underciearance
Over Structure (53) 99.99 ft Reference (55a) N Feature not hwy or RR
Under (reference) (54a) N Feature not hwy or RR Right Side (55b) O ft
Under (54b) 0 ft Left Side (56) 0 ft
Load Ratinq
Design Load (31) 5 MS 18 (HS 20) Operating Type (63) 1 LF Load Factor .
Rating Date 8/13l1992 Initiais BH Operating rating (64) 43 tons Alternate -1
Posting (70) 4 0.1-9.9°/abelow Inventory Type (65) 1 lF Load Factor
Inventory Rating (66) 38 tons Altemate -1
� Alt Meth -1
2EPORT ID: INVT001A FLORIDp ^EPARTMENT OF TRANSPORTATION � Page 3 of 5 �
E iGE MANAGEMENT SYSTEM ,; E PRINTED: 04/25/2005 13:21 �
COMPREHENSIVE INVENTORY DATA REPORT �
�
g� re ID: 930227 �
';;
fi Schedule �
Current Insaection Next Inspection Date Scheduled }
Inspection Date: 03l15/2005 NBt: 2/24/2006
Inspeetor. KNKCANA-P - Nico Antona Element: 02/24/2006
Bridge Group: WA. Fracture Critical:
Primary Type: interim .. Undervvater. 02/24/2006
Review Required: Q✓ OthedSpecial: 02/24/2006
Inspection Tvues .
_ Perf` NBi❑ Element �✓ Fracture Critical ❑ Underwater 0 Other Special �✓
Inspection intervals Required (92) Frequency (92) Last Date (93) Insaection Resources
Fracture Critical ❑ mos ' Crew Hours 4
Underwater . 0✓ 24 mos 02l24I2004 Flagger Hours 0
Other Special 0 12 mos 03/15/2005 Helper Hours 0
NBI "24 mos (91) 02/24/2004 (90) Snooper Hours 0
Special Crew Hours 3
Special Equip .Hours 0
�. Cusfiorn _ . -
General Bridqe information �
Paraliel Bridge Seq Bridge Rail 1 Concrete post & beam
Channel Depth 9.6 ft Bridge Raii 2 Not applicable-No rail
Radio Frequency -1 Electrical Devices No electric service
Phone Number (000) 000-0000 Culvert Type Not applicabie
ExcepUon Date Maintenance Yard 0
Exception Type Unknown � FIHS ON / OFF No Routes on FIHS .
Accepted By Maint 01/01l1962 Previous Structure
Bridqe Load Ratinq lnformation
HS20 Govr. Span Length 34.4 ft Single Unit Truck 2 Axles 32 tons
L-Rating Origination Unknown Single Unit Truck 3 Axies 33 tons
Load Rating Date OS/13/1992 Single Unit Tnack 4 Axles 33
Method Calculation AASHTO foRnula Combination Unit Truck 3 Axles 49 tons
Load Dist. Factor 0.525 � Combination Unit Truck 4 Axles 44
Impact Factor 30 Combination Unit Truck 5 Axles 48 tons
Design Method Unknown Truck Trailer 5 Aules 0 tons
Design Measure English Posting Weight 32.959 tons
Recommend SU Posting 33 tons Actual SU Posting 99. tons
Recommend C Posting 99 tons Actual C Posting 99 tons
Recommend T Posting 99 tons Actual T Posting 99 tons -
Gov FB Span 0 ft FB SU4 Rating 0 tons
Gov FB Spacing 0 ft FB Present N
FB HS20 Rating 0 tons
Bridqe Scour and Storm Information_
Pile Driving Record Unknown Scour Recommended I Stop scour evaluations
Foundation Type Unknown Scour Recommended II No recommendation
Mode of Flow Tidal Scour Recommended III No recommendaGon
Rating Scour Eval Scour Susceptible - Low Scour Elevation -1
Highest Scour Eval Phase I completed Action Eievation -1
Storm Frequency -1
Condition
NBI Ratina
Channel (61) 6 Bank Sfumping Culvert (62)N N/A (NBI) .
�eck (58) 5 Fair Watenrvay (71) 7 Above Minimum
Superstructure (59j 5 Fair Unrepaired Spalls -1 sq.ft.
Substructure (60) 6 SaGsfactory Review Required []✓
REPORT ID; INVT001A FLORIDD ^EPARTMENT OF TRANSPORTATION Page 4 of 5
L �GE MANAGEMENT SYSTEM . �E PRINTED: 04/25/2005 13:21
COMPREHENSIVE INVENTORY DATA REPORT �
�
�
�
�
�
S' Fure ID: 930227 '�
� �nts
Inspection Date: 3h5/2005MBNA
pan Id 1em/E escription Qty1 °k1 Qty2 .%2 Qty3 %3 Qty4. %4 QtyS %5 T Qty
0 99/4 S Conc Slab ��� 7607 00: ����� 7607 sf.
Notes The asphalt surfacing over the expansion joints is cracked and rutted up to 3" wide and upheaved up to 2" high - NO CHANGE.
The asphalt surfacing over the longitudinal joints is cracked and raveled with associated pothoies up to 12" wide - NO CHANGE. Refer
to qhoto 3.
The foliowing is conside�ed incidental to this element: �
The sldewalks have spalts with exposed steel and dslaminated areas up to 25' x 4' throughout - NO SIGNIFICANT CHANGE. Refer to
photos 4 and 5. The curbs have longitudinal cracks up to 1/16in wide and minor delaminations with and without corrosion staining
throughout - NO CHANGE.
The utility conduit attached to.the north overhang is heavily coROded exposing the cable within.
The underside af the slab units are spalled with exposed steei and delaminaaons throughout. Refer to the table in the Element Notes
secNon in the addendum for a detailed list of the above deficiencies - INCREASE. Refer to photos 6 and 7.
0 301/4 ourable Joint Seai � 169 6.8 $4 3.2 ����� 2531f.
Notes
0 331/4 onc Bridge Railing 304 3.52 �� 60 6.48 ���� 364 If.
Notes
0 204/4 /S Conc Column 22 . 1.11 �`�� 14 8.89 ���0 � 36 ea.
Notes �
0 215/4 Conc Abutment 82 3.3 C�� 16 16.7 ���0 � 98 If.
0 234/4 Conc Cap 165 4.82 �0���� •18 ���� 174 If.
Notes
0 396/4 ther Abut Slope Pro 409 9.4 C�� 420 0.6 ����0 � 829 sf.
Notes
0 290/4 hannei ��� 00. ������� • 1 ea.
Notes
0 359/d offit Smart Flag ����� 100. ��� 0�� 1 ea.
Notes The smart flag was created due to the condition of the slab units. Refer to Element 99 PS Conc. Slab for a general comment and to the
Element Notes section in the addendum for a detail description of the related deficiencies.
0 321/4 Conc Approach Slab 2 100. ��������� 2 ea•
Notes : . , . ....
0 475/4 Conc Walls, C� 256 100. �������� 256 If.
Notes
Totat Numbe� of Etements: 11
Inspection Information �
Inspection Date: 03.15.2005 Type: Interim
Inspector: KNKCANA-P - Nico Antona
Inspectio� Notes: Sufficiency Rating Calculation Accepted by KNKCAES-P at 2005-04-1211:03:56
Inspection Date: 02.24.2004 Type: Regular NBI
Inspector: KNZ38A6-P - Anthony Bibelhauser
I 1on Notes: Sufficiency RaGng Calculation Accepted by kn738vb-P at 2004-03-18 16:58:09
KN738AB-P inspection comments -
Structure 930227 - �
Date 2004-02-24 -
RESOLUTION N0. R-88-46
RESOLUTION OF TH8 BOARD OF COUNTY
COMMISSIONERS RESCINDINa RESOLUTION
NO. 87-1493 TO THE VILLAQE COUNCIL OF
THS VILLAGE OP TEQUESTA EXPRESSIN6
PALM BEACH COUNTY'S INTENT TO ACCEPT
COUNTRY CLUB DRIVE AND TEQUESTA DRIVE -
AS A COUNTY FACILITY
�
WHEREAS. Palm Beach County Hoard oP CountY Commisslonera
adopted Reaolution N.o. R87-1493 on September 22. 1g87; ana
WAEREAS, the Villa¢e oP Tequesta ie desirous oP
. continuin� to have �urisdiction and maintenance reaponsibility
Por Tequesta Drive, inciudin¢ TeQuesta Drive Brid�e, trom US #1
to CountrY Ciub Drive and oP Country Ciub Drive lrom Tequssta
Drive to the north County Line: and
. WHEREAS, it ie the desire of Palm Beach County to
continue to cooperate with the Villa¢e oP Tequesta in providin�
the roadway trsnaportation system to serve the residents ot the
: Villa�e of Tequesta; and
WHEREAS. the StaCe of Florida is currentlY conducSin� a
Punetional classilication to deCermine the appropriate
�urisdiction Por various clasaes of roadways witAin Palm Seach
County as mandated by Section 335.04 0! the Florida Statutes;
and '
WHEREAS, �s comPanion resolution is bein� prepared by the
ille�e Council oP the Villa¢e oP Tequeata. Florida, exDresain¢
he Villa¢e•s desire to continue to Aave �urisdiction and
aintenance reaponsibility Por the aPorementioned municipal
acilities.
NOW, THEREFORE. HE IT RESOLVED BY THE BOARD OF COUNTY
OMMISSIONERS OF PALM SEACH COUNTY, FLORIDA, THAT:
1. The above citations are true and correct and are
erebY canfirmed.
2. Paim Beach- County Soard of County Commiseionere
ereby rescinde Resolution No. R-87-1493 aCvisin� the Villa�e
P Tequeat8 and Florida DeDartment of Transportstion ot their
etion in thie re¢ard.
The Pore¢oin� resolution was oPPered bY
Commissioner Wilken , who moved its adoptio». The motion
was seconded by Commissioner MArrua and upon bein�t put to s
vote. the vote was as lollowe: �
Karen T. Marcus - Aye
Carol A. Roberts - Aye
Carol J. ElmQUiat - Aye
Dorothy A. Wiiken - Aye
Kenneth M. Adams - Aye
The Chair thereupon declared the resolution duly passed and
adopted this 12th deY ot .tanuary 198�.
.
PALM SEACH COUNTY. FLORIDA BY ITS
BOARD OF COUNTY COI�IINISSIONSRS
JOHN 8. DUNKLE. CLERK
BY ' t,/V dSd,i
DeDuty Clerk
APPROVED AS TO FORM AND
LEGAL SUFFICIENCY
BY
County Attorney
� � � � '� �
� �,:.��
� . � . � � � � � �
H H � ,
tlarit�� o � �
A V V �
: Q ��' wlaterway (
-- n �racoa st° � � ! „ � ,
.�' m� — gy�an t I
� � U C¢ s � Ha���Or 3: � I
�' � � , Y ` I
�/pw w
� (� C. �i y �r,� YV c'1$ c o .. � p !�
.�� / •
u r10 p � �1�,�� � � , e
� S� � . � i`C` ^ Z ' i - y � V �i� � �. .
; -. d T�� � , � � ��; �
� �" .. J r � _.�, �° ..
,.�. '/ . � m / . � p►
� " � ' 9 �
� � s �� ��; 9
N R R ����yrt� y�i�L �y�3i�i
R'S �' _ � ' �-- o -- Q' , g c . Si �����O��S � '1„d "V > �a�
►• � � . ` a � > e .. � �=LVI� � = A ��a��.�+ mun„� � :
. _ , X � ; _ � - .�EP's'� . �` �1� ��.k� a�e �,e � �� m �
_ , [. _ .� _ . ..
� _ �_ o^ � ' �IrH +uid �c � 3 C1 � tZ � � �.. � ie d _ taua/�
. �
—.- . �;{J� i�� . Y e y-�.ies : �=� ` .o • P!! �ais
� .•� P� buuM� a ���ler ' � �? � . —
�» ., y., y s Ukf9V3 er e.:� � y��auc
d g a �a � � Y .. o _ �i. e .. d :S � s 'a ` �� ` � MOi
_ — J p � � a e Y � �.. �f �� `:.� `¢ � Q � iep�� ¢ �
o � � .� o �'ri�, .J� �.�`t� � ua��re �•� c �o
t o¢ a a'y� t > .� o
" NU O.l1fW ¢ ` a * �,► J , 3 �— �+ • m
� O 1NbAklB 2 ` `t`�� °`= y,y � �S;p 3 r" ' � V
!!a 1H380 � �� � y c°�t� • v pp�I ��I� •�� Uo � y'�
e ,c a sna a r �.. p,,e �• ,�P°d v y (` �t► �ro� M . a`
�.P � N �p a�wea j� �� � c ��"' ny a 1
. I � .�
��b poc�nawoH � LL� � o qeo ,'� �
N 1S��Ft ►mep�eo o` �� ¢ i
dQ ODUMN!!3� v S <�' '�
�p �7���ug - 'p snas�q���o� ' C�� `
oC
�d �wyi_se� � �
� • " � �..oP �� � � PirteTr� � �� ���
� �r� Ak��• o' + ' c� .r T" �' '�c;� F �
� � � : �'� �',.^.' W` t_.., �; H �+ �
O « •
� N �
E n � C � r � � o>� o � aipu �solt` w � w
• e A � � ��)�•bJ�"+' �Q d +'\
_ h z � ar��� _��_ �� �� yi• ��ueaqqi r��3 w u �
, ` � „'� � P �„ wyy 1NI10� t � -�,- - -- - �� d 4�1� ty�QA S -
�d � o ��r �
�� p y�i� e A1 p� ' t p� i�. GG�,r C7x L E• e,N �' �C.N ?�J, a t C� tj /
�purK� O i� � �����W� : F ;l r
� A �� i�d v �� •'/p ', u° I
° ' rl rb /
� �f � '` 6 a \
� �' � d �hd d6�J � �Fa��� V � � ° W � ` �
e � 0� e ���l �9aiPPeS��y� y �''�Q� �' � ��� �'� • " b ' •4� �
��H°q ae1, ,\� / Nt ' s /
E ' �� A `� F �� d' N
) �, �. ° � � �°�� a �� m � � " - , ,
./'� G� ��.. AM`� G o n � t 3 �� p� . �
�o • c" �i. 1a uo�aF{ y' � � � �c. / � t7 it .` G .
.�,� ' � ' r� I' D '�, = � F _ J i Ut..�
�p'3' �:� "/ O pC � o,`•' N �'' G n �' , � `~�� / I
� (�
������ � �w a¢�o\ � P`�c ���^ / i
c A p i ir � � A�� W C O 2 d � �— t
O � a6p � m v � � ; = /� � .
�uapo M � ^� � � �tr a
e �� a � e3 : �. '«� � ; �� O Q� � � /4 �
e1a p��8 Y/J� • h i. G Q,�C � �/ � a Ae C
' d¢ '� r � � �1'� I��'3s M N siA�pc
e -�F3 �� � nQ i u
��� �ood y � v �' � �' _ _ / �ia x ��� �al ��
s� Z•�T � rc ' ° a Q ,� -1 y � y�� (�Q/,1- ' ec �- o T _� 5 cg'�S_._ �
.� o �� ] d ��-/ J e a � � � �dd •,� !=�
� �° �� w 9 v
. �,� J � � � -� � � — O i — / �` � � N
, PEV - - � � � ¢ � ��� � � � ��� � '�` '
. ,. �_ � � ( (� 1 , ,�
� u ¢ ///\\\ � � � e R�d M `�p0 � �d purg �.��(r ��r.7 �.f?• *.
. �✓' '� � (Y ,1• �`� / / C� A 7 F +1 11 I � I • 1 -
� RESOLUTION N0. R-87-
RESOLUTION OF THE BOARD OF COUNTY COI�IISSIONERS
OF PALM BEACH COUNTY, FLORIDA� TO THE YILLAGE
COUNCIL OF THE YIILAGE OF TEQUESTA fXPRESSING
PALM BEACH COUNTY'S INTENT TO ACCERT COUNTRY
CLUB DRIVE ANO TEQUESTA DRIVE AS A COUNTY FACIIITY
WHEREAS, the Yillage of Tequesta has participated Nith Palm Beach Coun
in Palm Beach County's Impact fee Program since�lts inception; and
MHEREAS, the State of Florida is currently conducting a functionc
classification to determine tfie appropriate 3urisdiction for various ctass�
of rosdways within Palm Beach County as mandated by Section 335.04 of tt
F1oM da Statutes; and
NHEREAS, Palm Beach County is desirous of assuming furisdiction an
maintenance responsibility for Tequesta Drive from U.S.-1 to Country Clu
Dr1ve and of Country Club Drive from Tequesta Drive to the north�County line
and
MNEREAS� Tequesta Dr1ve and Country Clyb Dr1ve meet the criteri�
promulgated by the State of Florida for a County col.lector; and
WHEREAS, 1t is the desire of Palm Beach County to continue to cooperate
with the Viliage of Tequesta in providing tl�e r•oadway transportation system to
� serve the residents of the Village of Tequesta; and
NHEREAS, a companion resolution is being prepared by to the Yillage
Council of the Village of Tequesta, Florida, expressing the Village's desire
to have Palm Beach County accept the above listed segments of Tequesta Orive
and Country Club Drive as County collector roads under the functional
classification currently being conducted by the State of Florida.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARO OF COUNTY COMMISSIONERS OF
PALM BEACH COUNTY, fLORIDA, that: .
l. The above citatio�s are true and correct and are hereby confirmed. �
2. Palm Beach County agrees to accept from the Village of Tequesta
the above listed segments of Tequesta Orive and County Club Drive as Country
otlector roads under the functional classification currently being conducted �
by the State of Florida.
;J � � $ - y ^I�
46 ,
; . .
{
4
;
. .. , ,
• .�
The foregoing resolution was offered by Coaimissioner Marcus
who moved its adoption. The motion was seconded by Commissioner �aams
and upon being put to a vote, the vote was as follows:
KAREN T. FiARCUS - �YF
CARUL A.` ROBERTS - AY�
CAROL J . ELMQUIST - AYE
DOROTHY H. WILKEN - ABSENT
KENNETH M . ADAMS - AYE .
The Chair thereupon declared the resolution duty passed and adopted th
' 22nd day of • September 1981.
,
APPROVED AS TO FORM AND PALM BEACH COUNTY, FLORIOA�.BY 1TS
LEGAL SUFFICIENCY BOARD OF COUNTY C0�4�451!bN�t$S •
� , . ,. ��,,...��,��.,h
� Juhn B. Uunkle� Cl�rk. �. ; �`.
� ,._ :t:• • �:• :;�'•
=` i
By rn_ g �� � ; :� •.;,� .
Y � eP���.� er �.
.
. � ' �•,� �
� �S r � � 'i•! 1 �� � • .
. . , � .�'r . •� ' .
' `
� � 8 8 4 � .�.�
�
RESOLUTION NO. 16;86�
A RESOLUTION OF TF{E VILLAGE OF TEQUESTA, �
FLORIDA REQUESTING TI�B BOARU OF COUNTY
COMMISSIONERS OF PALM BEACH COUNTY, FLORIDA,
TO ACCEPT COUNTRY CLUB DRIVE AND TEQVESTA
DRIVE, INCLUDING T}tE TEQUESTA DRIVE 9RIDGE
AS FACILITIES OF PALM BEACH COUNTY.
WHEREAS, the Village of Tequesta hes participated with
Palm Beach County in Palm Beach County's Impact Fes Program
since its inception; and .
WHEREAS,. �he State of Florida is currently conducting a
functional clessificetion to determine the appropriate
�uriadiction for verious classes of zoadways Mithin Palm
Beach County as mandated by Section 335.04 of the Florida
Statutea; and •
WHEREAS�. the Viilage of Tequesta is desirous of Palm
Beach County assuming �urisdiction and maintenance
sesponsibility• for Tequesta Drive, includinq Tequesta Drive
Bridge, from U.S.-1 to Country Ciub Drive and of Country Club
Drive �'rom Tequesta Drive to the north County liae; and
WHEREAS, these changes of Tequesta Drive, including
Tequesta Drive Bridge and Country Club Drive, meet the
criteria promuigated by the State of Fiorida for n County
coliector; and
WHEREAS, the Viliage of Tequesta has programmed funds
in enticipation of resurfacing Tequesta Drive and Couatry
Club Drive; and ,
WHEREAS, it is tt�e desire of tl�e Viilaqe of Tequesta to
continue to cooperate with Palm eeach County in providing the
roadway transportation system to serve �he reaidente of the
Viilege of Tequesta; and
WHEREAS, a companion resolutYon is being presented to
the Board of County Commissioners of Palm Beach County,
Florida, on September 22, 1987, expressing the Hoard of
County Commissioner's willingness to accept t.he above-stated i
as County facilities.
NOW, TFiEREFORE, BE IT RESaLVRD BY THE VILLAGE COUNCIL
OF THE VILLAGE OF TEQUESTA, FLORIDA, th8t:
Se 1. The above citations are true snd correct
and are hereby confizmed. �
Section 2. The Village Councii of the Village of
Tequesta requests Palm Aeach County to accApt the above
iisted segments of Tequesta Orive, ir�cluding 7�equesta Drive
Bridge and Country Club Drive, as County coilector roads
under the functionai ciassification currently being conducted
by the State of Florida.
Section 3. The transfer of jurisdiction of the
aforementioned road�oays and infrastructure to Palm Beach !
County shall becon�e effer.tive upon conclusion of the !
programmed resurfacing of Tequesta Uzive and Country Club ,
Drive anticipated prior to Fiscal Year 1991. �
Section 4. The Viltage Cl�ck is h�rehy directed to
provide ttie Board of County Commiss.toners and tt�e Florida I
, Department of Transportetion with certified copies of thia
resolution. -
. �i 8 8 4 6 � ��
�
TRE FOREGOING RESOLUTION was offered by Councilmember
� , who moved its edoption. The
R ut on was seconded by Counciimember J;,rt 1._ ('nt t in� .
and upon being put to a vote, the vote was as follows:
For Adoption A�ainst Adoption
�,�WS,-.t r t�Ptt
� R,I...;n _1 tdnlcon_
�rl trx� Il Stn[�d9Ta
Fflrl i. f nt � 1nsS
Qnn Marlcgl�
The Mayor thereupon declared the Resolution duly passed
and adopted this �� .day of ���m!,c•r . A.D., 1987.
MAYOR OF TEQUESTA
�� ��Giox. w• �17�
�
Carlton D. Stoddard
ATTEST:
Biii C. es velis
Finance Di ector/Villege Clerk
� V v ` ��
46 ,
�
,,., .. , . ..,...,. i
. ,, ,. . . � , � . . . ..
,
�,a�� r: . ,.. . . . . •� �
UF i.: r: ...'. ' �'• �."' . i ' :;.� : � , ` ,
OFfl�l:�-�: �,l,Iii•li;; :��' ,! . � ��,���,� ).9'�� I
�.`�=� _%?��'cie';•.r_G'�- t.�: . . ..
. f31L1 C.��Sf.AV"cll5. Yll.11'.Ce :;� ! ::i�
/
�'
�
�
1
i
:
i
�
(
I
No Text
MINUTES � _'
VILLAGE OF TEQUESTA �
EMERGENCY SPECIAL VILLAGE C(3UNCIL MEETING ���
FRIDAY, JANUARY 27, 2006 �
3:00 P.M.
I. CALL TO ORDER AND ROLL CALL
The Tequesta Village Council held a Emergency Special Village Council Meeting at the
Emergency Operations Cer�ter, 357 Tequesta Drive, Tequesta, Florida, on Friday, January
27, 2006. The meeting was called to order at 3:00 p.m. A roll call was taken by
Executive Assistant to the Village Manager, Anne Koch. Council Members present were:
Mayor Jim Humpage, Vice Mayor Pat Watkins, Council Member Geraldine A. Genco,
and Council Member Tom Paterno. Also in attendance were: Village Manager Michael
R. Couzzo, Jr., and Department Heads. Palm Beach County Battalion Chief James St.
Pierre was also present.
II. AP'PROVAL OF AGENDA
MOTION: Vice Mayor Watkdns moved to approve the agenda, as submitted; seconded by
Council Member Paterno; motzon passed 4-0.
III. Discussion and possible action regarding recommendation by the Department of
Transportation for the Tequesta Drive Bridge
Village Manager Couzzo started the discussion by stating that for the past six weeks the Village I
has been looking at the condition of the Tequesta Bridge. He commented they have reduced the
speed and tonnage signs because the Village had concems about the bridge. Initially, the State
indicated that the bridge was in good condition, but obsolete. Council Member Paterno noted
there might be other issues with the bridge. Village Manager Couzzo indicated they sought out
an independent engineer, who did an analysis, so the Village asked the State to come back and
do a thorough investigation. He noted this investigation has taken place two times, with the
latest one happening January 26, 2006, and a copy of the report that the Village received from
the Sta.te has been submitted to Village Council, in which it shows serious problems. The
Departrnent of Transportation recommended the bridge be closed immediately until further
investigation can take place. He stated the engineers may be able to come out tomorrow
morning to mobilize and do an in-depth anaiysis to determine what steps and what alternatives
the Village can bring to the Council for consideration for repairing the bridge or replacing it. He
stated what really needs to be discussed is the recommendation of the Department of
Transportation and what the Council's preference is at this time. Village Manager Couzzo
explained the Staff met early this morning to discuss what needed to be done, and the
coordination that needs to take place between all of the departments. He felt the Village was
prepared to detour traffic and shut down the bridge should that be the decision of Council. Vice
Mayor Watkins asked about detouring the westbound traffic. Village Manager Couzzo sta.ted
that at this time the Department of Transportation as recommending the bridge be closed. He
also stated that he spoke with Village Attorney Hawkins and that it is his recommenda.tion that
/ the Village close the bridge. He stated the bridge inspection is usually done in March, but was
done in January, He noted they are going to come back as early as tomorrow to work with the
Village.