R96-157RESOLUTION NO. R96-/,~'~
A RESOLUTION OF THE CITY COMMISSION OF THE
CITY OF BOYNTON BEACH, FLORIDA,
AUTHORIZING THE MAYOR AND CITY CLERK TO
EXECUTE AN AGREEMENT BETWEEN THE CITY OF
BOYNTON BEACH, FLORIDA AND FLORIDA POWER
& LIGHT COMPANY (FPL), WHEREIN FPL IS
DONATING A PORTION OF ITS GOLF SUBSTATION
PROPERTY TO THE CITY FOR PUBLIC USE
PURPOSES; AND PROVIDING AN EFFECTIVE
DATE.
WHEREAS, the City is the owner of Bridge #935306 and agrees to maintain
perpetual ownership and maintenance of said Bridge; and
WHEREAS, FPL currently uses and desires to continue to use Bridge
#935306 for access to its Golf Substation property; and
WHEREAS, the City desires to acquire from FPL and FPL desires to donate,
give and convey a portion of its Golf Substation property to the City for public use
purposes;
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
THE CITY OF BOYNTON BEACH, FLORIDA, THAT:
Section 1. The City Commission of the City of Boynton Beach, does
hereby authorize and direct the Mayor and City Clerk to execute an Agreement
between the City of Boynton Beach and Florida Power & Light, contingent upon the
results of the borings and title search, a copy of said Agreement being attached
hereto as Exhibit "A",
Section 2. That this Resolution shall become effective immediately upon
passage.
PASSED AND ADOPTED this
ATTEST:
Cit~'Clerk
day of October, 1996.
CITY OF
FLORIDA
Mayor
Vi
Com.~missi
Commissioner
1?9b -/57
AGREEMENT
THIS AGREEMENT made this;;)"Jp,J day of Ij~P1,tkJ -' , 1996, between
FLORIDA POWER & LIGHT COMPANY, a Florida corporation, whose mailing address is P.O.
Box 14000, Juno Beach, Florida 33408-0420, Attn: Property Tax Department, ("FPL") and THE
CITY OF BOYNTON BEACH, a Florida municipal corporation, whose mailing address is 1 00
E. Boynton Beach Boulevard, P.O. Box 310, Boynton Beach, Florida 33425-0310, ("The City").
WHEREAS, The City is the owner of Bridge #935306 and agrees to maintain perpetual
ownership and maintenance of Bridge #935306;
WHEREAS, FPL currently uses and desires to continue to use Bridge #935306 for access
to its Golf Substation property; and
WHEREAS, The City desires to acquire from FPL and FPL desires to donate, give, and
convey a portion of its Golf Substation property to The City for a public use;
NOW, THEREFORE, for and in consideration of the mutual covenants, representations,
warranties, and agreements contained herein, and for other good and valuable consideration, FPL
agrees to donate, give, and convey to The City and The City agrees to accept from FPL the
following described property upon the terms and conditions hereinafter set forth:
1. Recitals.
The above recitals are true and correct and incorporated herein by this reference.
2. Description of Property.
FPL has fee simple title to that certain real property located in Palm Beach
County, Florida, which is commonly known as a portion of the Golf Substation property and
more particularly described in Exhibit "A" attached hereto and by this reference made a part
hereof (the "Property").
3. Time for Acceptance.
If this Agreement is not executed by The City and FPL in one or more
counterparts on or before November 20, 1996, this .~_greement shall not take effect and shall be
Golf Substation Sale
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null and void. The Effective Date of this Agreement shall be the date when the last one of FPL
and The City has signed this Agreement, which date shall be indicated in the signature page
hereof (the "Effective Date").
4. Closing.
This transaction shall be closed and the deed, other closing instruments and
possession shall be delivered to The City on or before December 31, 1996, (the "Closing" or
"Closing Date"), unless extended by other provisions of this Agreement; provided, however, that
all contingencies to The City's obligations and all other terms and conditions to be performed by
FPL have been satisfied. Closing shall then take place fifteen (15) days after all such conditions,
terms, and contingencies have been satisfied or waived. The precise time and place of Closing
shall be determined by FPL, except that Closing shall take place in Palm Beach County, Florida.
5. Reserved Easement.
The City hereby expressly agrees that title to the Property shall be conveyed from
FPL to The City subj ect to a perpetual easement reserved by FPL as set forth in the form Special
Warranty Deed attached hereto as Exhibit "B," the legal description of the easement will be set
forth in Exhibit "B" to be attached to the Special Warranty Deed. The provisions of this Section
5 shall survive the Closing.
6. Executive Mana~ement/Board of Directors' Approval.
The City understands and agrees that, while this Agreement bears the execution
of FPL, final approval of the transaction contemplated herein rests with FPL's Executive
Management and/or Board of Directors, and such final approval cannot be obtained until, on/or
about November 15, 1996. The City further understands and agrees that upon notification by
FPL that this Agreement has not been approved by FPL's Executive Management and/or Board
of Directors (which notification, if required, FPL agrees to forward via regular United States mail
to The City not later than December 1, 1996), this Agreement shall be deemed immediately
cancelled and of no further force and effect and without FPL's being obligated for any loss or
damage to The City whatsoever. Without limiting the generality of the foregoing, The City
expressly understands and agrees that this Agreement may be disapproved by Executive
Management and cancelled as provided above without this Agreement being submitted to FPL's
Board of Directors. For purposes of this clause, the term "Executive Management" shall mean
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the Vice President or other officer of FPL who is directly responsible to the President of FPL for
the management of FPL's real estate assets.
7. Documents for Closing.
The City hereby expressly agrees that title to the Property shall be conveyed from
FPL to The City by Special Warranty Deed in the form of Exhibit "B" attached hereto and by
this reference made a part hereof. FPL shall deliver at Closing the Affidavit in the form attached
hereto as Exhibit "C" and by this reference made a part hereof.
8. Expenses.
Documentary stamps which are required to be affixed to the deed, the cost of
recording the deed, and the cost of an owner's title insurance policy, if desired, shall be paid by
The City.
9.
Prorations.
The real estate taxes for the year in which the transaction is closed shall be
prorated as of the date of Closing and the pro rata amount thereof shall be paid at Closing. The
proration shall be based upon the previous year's taxes, if the current year's assessment is not
available. FPL shall pay all assessments and liens for public improvements against the Property,
if any, which are as of the date of this Agreement certified liens. The City shall assume and pay
all assessments and liens, if any, for public improvements which become certified subsequent to
the date of this Agreement. Either party may request and shall be entitled to a reproration of
taxes when the actual amount for the year of Closing is levied. In the event the Property is
transferred to a governmental unit exempt from taxation, pursuant to Florida Statute ~ 196, as a
result of its ownership, FPL shall place into escrow with the County Tax Collector, an amount
equal to the current taxes prorated to the date of transfer of title based upon the current
assessment as required by Florida Statute ~ 196.295.
10. Title Evidence.
The City shall be responsible for obtaining at its expense an abstract of title or title
insurance commitment to satisfy itself that FPL owns the Property subject only to those title
exceptions expressly provided for in this Agreement or otherwise standard exceptions permitted.
The City shall have forty-five (45) days from the Effective Date of this Agreement during which
to notify FPL of any title defects The City may have, whereupon FPL shall have the option to
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elect to cure such title defects within forty-five (45) days after delivery of the title defects. If
The City fails to so notify FPL within said forty-five (45) days, The City shall be deemed to have
accepted title to the Property in its existing condition.
11. No Representations as to Quantity. Quality. or Condition of Property. No Warranty
other than Title.
By its execution hereof, The City understands and agrees that FPL has made no
representations or warranties as to the quantity, quality or condition of the Property described
herein, the suitability of the zoning thereof, or the availability of permits relating thereto, and The
City acknowledges that The City has fully examined said Property prior to the date hereof, and
that The City is not relying upon any representation or inducement that may have been made by
FPL or FPL's representatives, agents or employees with respect to the quantity, quality or with
respect to the present or future condition, environmental or otherwise, zoning or permitting of
said Property.
The City understands and agrees the conveyance of the Property described herein
from FPL to The City shall be "AS IS" with a special warranty as to title only and without any
warranty for any other purpose, express or implied.
12. Remedies on Default of The City.
If The City fails to close, and FPL is not in default hereunder, and title is as
required under this Agreement, this Agreement and all rights and obligations of the parties
hereunder shall terminate and FPL shall be entitled to reimbursement from The City of all out-of-
pocket expenses and thereafter, the parties hereto shall be released from all obligations hereunder.
13. Remedies on Default of FPL.
If for any reason, FPL fails, neglects or refuses to perform this Agreement, The
City's right to reimbursement from FPL of all out-of-pocket expenses will be the sole exclusive
remedy of The City in full satisfaction of any claim which The City may have against FPL.
14. Condemnation.
In the event of the institution of any proceedings, or if subject to a bona fide threat
of such proceedings, judicial, administrative or otherwise, which shall relate to the proposed
taking of any portion of the Property by Eminent Domain, FPL may cancel this Agreement, and
this Agreement be of no further force and effect.
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15. Title.
Notwithstanding any provIsion contained in this Agreement to the contrary,
expressed or implied, FPL shall have no obligation whatsoever to correct any title defect of any
kind (except such title defects as may be created by FPL subsequent to the date of this
Agreement), unless FPL elects to do so. If any title defect is disclosed by The City to FPL, and
if FPL elects not to correct, or fails to correct within the time period set forth in said Section 10,
such title defect, then The City shall have the option of (i) accepting the title as it then is, or (ii)
terminating this Agreement and thereupon The City and FPL shall be released, as to one another,
of all further obligations under this Agreement.
16. Access.
The City, its agents or employees, shall have the right to enter upon the Property
to perform surveys and inspections; provided, however, prior to such entry The City shall have
provided to FPL evidence of public liability insurance satisfactory in all respects to FPL covering
accidents or injuries which may occur on said Property. The City agrees to leave said Property
in the state approximating its present condition, to indemnify and hold FPL harmless from any
and all damage to said Property, and to indemnify and hold FPL harmless from and against any
and all claims, losses, damages, injuries (including death), liabilities and causes of action, and
all costs and expenses attributable thereto, including attorneys' fees (including such fees for
pretrial, trial and appellate matters), whether or not due to or caused by the negligence of FPL,
resulting from or arising out of or in connection with The City's exercise of its rights under this
Section 16.
17. FPL's Mortgage and Deed of Trust.
The City understands that the Property is encumbered by the lien of FPL's 1944
Trust Indenture, as supplemented, and that FPL will obtain a release of the Property from such
encumbrance on or before the Closing Date or as soon thereafter as practicable if The City should
desire to close prior to said release being obtained. If FPL does not obtain such a release within
the one hundred twenty (120) day period for closing this transaction, then The City shall be
deemed to have elected option (ii) of Section 15 of this Agreement.
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18. Survey.
FPL, within sixty (60) days of the Effective Date of this Agreement, at its sole cost
and expense, may provide The City with a copy of a final survey of the Property (the "Survey"),
setting forth the legal description of the Property and indicating the gross acreage thereof. If the
legal description differs from the legal description set forth in Exhibit "A" hereto and the title
company is willing to issue policies on the basis thereof, the Survey legal description shall be
substituted for the one contained in Exhibit" A."
19. Provisions to be Included on Special Warranty Deed.
The City understands and agrees that the following provision will be included and
made a part of FPL's conveyance by Special Warranty Deed of the Property:
BY ACCEPTANCE THEREOF, THE GRANTEE(S) ACKNOWLEDGE(S) THAT
THE ABOVE-DESCRIBED REAL PROPERTY CONVEYED HEREBY IS ADJACENT TO
REAL AND PERSONAL PROPERTY OWNED BY GRANTOR AND USED BY IT AS A
PUBLIC UTILITY CORPORATION OF THE STATE OF FLORIDA, AND GRANTEE(S)
ACCEPT(S) THE CONVEYANCE OF THE ABOVE-DESCRIBED PROPERTY WITH THIS
FULL KNOWLEDGE AND SUBJECT TO THE USE OF THE GRANTOR'S ADJACENT
LAND AND PERSONAL PROPERTY FOR SUCH PURPOSES OR ANY OTHER LEGALLY
AUTHORIZED USE.
20. Easement Grants.
20.1 Access Easement.
FPL hereby agrees to grant to The City a twenty (20') foot wide access
easement for ingress or egress to the Property as set forth in the Access Easement Agreement
attached hereto as Exhibit "D," and by this reference made a part hereof. The legal description
of the Access Easement will be set forth in Exhibit "A" to be attached to the Access Easement
Agreement. The provisions of this Section 20.1 shall survive the Closing.
20.2 Utility and Fencing Easement.
FPL hereby agrees to grant to The City a ten (10') foot wide Utility and
Fencing Easement for the installation of underground utility facilities and a fence six (6') feet in
height as set forth in the Utility and Fencing Easement Agreement attached hereto as Exhibit "E,"
and by this reference made a part hereof. The legal description of the Utility and Fencing
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Easement will be set forth in Exhibit "A" to be attached to the Utility and Fencing Easement
Agreement. The provisions of this Section 20.2 shall survive the Closing.
21. Judgments Against FPL.
The City has been advised and understands that, in the ordinary course of FPL's
business operations, non-material judgments are from time to time entered against FPL and
academically create clouds upon the title to FPL's assets. In connection with the transaction
contemplated herein, The City expressly agrees that (i) any non-material judgment appearing of
record among the Public Records of the County in which the Property is located, during the
pendency of this Agreement or on the date of Closing shall not be deemed to be a title defect
provided the title insurer is willing to insure title without exception for such judgment based upon
FPL's agreement to indemnify the title insurer for any loss incurred as a result of any present or
future enforcement or attempted enforcement of such judgment as a lien upon the Property, and
(ii) FPL shall not be required to take any action whatsoever with respect to any judgment whether
non-material or material. For the purposes of this section, the term "non-material judgment" shall
mean recorded judgments in a face amount of Five Thousand Dollars and No Cents ($5,000.00)
or less.
22. Brokerage.
Each party hereto represents to the other that there are no real estate brokers
involved in this transaction. Each party does hereby agree to indemnify and hold harmless the
other from and against any and all costs, debts, damages, and claims, including, costs and
reasonable attorneys' fees for pre-trial, trial or appellate matters in defending against any claims
for brokerage commission arising through it relative to this transaction. The representations,
warranties and agreements contained in this Section 22 shall survive the Closing of this
transaction.
23. Landscape Buffers.
The City agrees to construct a landscape buffer consisting of natural vegetation,
together with a fence not to exceed six (6') feet in height along the adjoining property line
between the Property and FPL's Golf Substation property and the Easement set forth in Exhibit
"E" hereto. The buffers shall be subject to FPL's approval and shall be sufficient in landscaping
to provide a natural buffer between the Property and FPL's Golf Substation property. The City
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agrees that it shall maintain the landscape buffer in perpetuity. FPL and The City acknowledge
and agree that the City's obligations as set forth in this Section 23 shall not begin until The City
begins development or use of the Property. The provisions of this Section 23 shall survive the
Closing.
24. Bridge #935306 Upgrading and Maintenance.
The City, at its sole cost and expense, shall maintain perpetual ownership and
maintenance of Bridge #935306 and shall cause Bridge #935306 to be upgraded and improved
to support continued use of the same as access to the Property and FPL's Golf Substation. Said
upgrade and improvement shall be in compliance with the recommended corrective action set
forth in the Bridge Inspection Report prepared by Kisinger Campo and Associates, Corp. dated
November 15, 1995, and attached hereto as Exhibit "F" and incorporated herein by this reference
and with all applicable local, state and federal regulations. The representations, warranties and
agreements contained in this Section 24 shall survive the Closing.
25. Attorneys' Fees and Costs.
In the event either party hereto shall default in the performance of any of the terms
and conditions of this Agreement, the prevailing party shall be entitled to recover all costs,
charges and expenses of enforcement, including reasonable attorneys' fees incurred in a trial or
appellate proceeding.
26. Parties in Interest.
All the terms and provisions of this Agreement shall be binding upon, shall inure
to the benefit of and shall be enforceable by the respective successors and assigns of The City
and FPL.
27. Entire Agreement.
This Agreement constitutes the entire agreement between the parties relative to the
transaction contemplated herein and neither this Agreement nor any term or provision hereof may
be changed or waived except by an instrument in writing and executed by both FPL and The
City.
28. Governing Law.
This Agreement shall be interpreted and enforced in accordance with the laws of
the State of Florida.
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29. Notices.
Notices under this Agreement shall be deemed served when sent by prepaid
overnight courier or deposited in the United States mail, registered or certified mail, return receipt
requested with sufficient postage and directed to the address specified as follows:
FPL:
Florida Power & Light Company
A ttn: East Area Real Estate
11770 U. S. Highway One
P.O. Box 088801
North Palm Beach, FL 33408-8801
WITH A COpy TO:
Florida Power & Light Company
Attn: Tony Newbold, External Affairs
P.O. Box 2409
Delray Beach, FL 33447
THE CITY:
The City of Boynton Beach
Attn: City Manager
100 E. Boynton Beach Boulevard
P.O. Box 310
Boynton Beach, FL 33425-0310
WITH A COpy TO:
The City of Boynton Beach
Attn: City Attorney's Office
100 E. Boynton Beach Boulevard
P.O. Box 310
Boynton Beach, FL 33425-0310
30. Insertion of Corrections or Modifications.
Typewritten or handwritten provisions inserted on this Agreement or on the
Exhibits hereto (and initialed by the parties) shall control all printed provisions in conflict
therewith.
31. Time.
Time is of the essence in this Agreement.
32. Counterparts.
This Agreement may be executed simultaneously or in counterparts, each of which
together shall constitute one and the same Agreement.
33. No Assignment.
The rights of The City hereunder may not be assigned by The City without the
prior written consent of FPL.
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34. Agreement not to be Recorded.
This Agreement shall not be recorded in any public records by either party hereto.
IN WITNESS WHEREOF, FPL and The City have caused these presents to be executed,
all of which has been done on the date shown below for each party.
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Golf Substation Sale
FLORIDA POWER & LIGHT COMPANY,
a Florida c r oration
By:
As it
, 19[&
THE CITY OF BOYNTON BEACH,
a Florida municipal c rporation
! f
Ie; q~
By:
As its
Signed by Buyer: ~v. /9
,19~
ATTEST:
By: ~~~.~-<<:J~
Print Name: ~~M/N€ $- ~I"./~
~~&~
Date: // //9. 9~
Page 10 of 10
EXHIBIT "A"
TO AGREEMENT
LEGAL DESCRIPTION
LEGAL DESCRIPTION
TRACT # 2
DESCRIPTION OF A TRACT OF LAND LOCATED IN SBCTION 32, TOWNSHIP 45
SOUTH, RANGE 43 EAST, CITY OF BOYNTON BEACH, PALM BEACH COUNTY,
FLORIDA, SAID TRACT BBING A PORTION OF PARCBL "A" AS SHOWN ON THE
PLAT OF "GOLF VIEW HARBOR, 1st SECTION", RBCORDED IN PLAT BOOK 26,
PAGB 178, PUBLIC RBCORDS OF PALM BEACH COUNTY, FLORIDA, BBING MORE
PARTICULARLY DBSCRIBED AS FOLLOWS;
COMMBNCING AT THB NORTHNBST CORNBR OF SAID PARCEL "A", SAID POINT
LOCATBD AT THB POINT PORMBD BY THB INTBRSBCI'ION OF THE SOUTH RIGHT-
OF-WAY LINE OF S. W. 23rd AVBNtJB (80 PBBT WIDB AS NOW LAID OUT AND
IN USB) AND THB BAST RIGHT-OlP-WAY LINK OlP TBB LAD WORTH DRAINAGE
DISTRICT 1-4 CANAL (155. PBBT WIDB); 'l'HBNCB PROM SAID POINT RUN
SOtn'H 08022'52" WBST, ALONG SAID BAST RIGHT-OlP-WAY LINK 01' TBB LAD
WORTH DRAINAGB DISTRICT B-4 CAIDU., A DISTANCB 01' 438.10 PBBT 'to TBB
POINT 01' BBGDlHXNGi TIIBRCB COR'l'INOB SotJ'l"II 08022' 52" WBST, ALONG
SAID BAST RIGHT-OP-WAY LID, A DISTAHCB 01' 1253.35 PBBTi 'l'IIBNCB
SOtn'H 00033'18" BAST, ALONG SAID BAST RIGHT-OP-WAY LINK, A DISTANCE
OF 480.81 FBST TO A POINT ON TRB WBST RIGHT-OP-WAY LINK 01' TRB
S . C . L. RAILROAD (PORMBRLY SBABOARD AIRLINE RAILROAD); TRBNCB NORTH
18005'29" BAST, ALONG SAID WEST RIGHT-OP-WAY LINE, A DISTANCE OF
1466.70 PBBTi THBNCB NORTH 01027'34" WEST, A DISTANCB 01' 150.22
FBRT i TRBNCB NORTH 57011' 26" HST, A DISTANCE OF 325.54 FBST 'to TRB
POINT 01' BBGD1NING.
CONTAINING 7.685 ACRES MORB OR LBSS.
BEARINGS ARB BASED ON THE PLAT OF "GOLF VIEW HARBOR, 1st SECTION",
THE SOUTH RIGHT-OP-WAY LINE OF S. W . 23rd AVBNtJB BHARING SOUTH
87038'24" waST.
Golf SuNwion Sale
Page I of 1
Prepared by:
Donise Edwards Brown, Attorney
Florida Power & Light Company
11770 U.S. Highway One
North Palm Beach, FL 33408
Folio No.
EXHIBIT "B"
TO AGREEMENT
SPECIAL WARRANTY DEED
AND EASEMENT RESERVATION
THIS SPECIAL WARRANTY DEED made on the _ day of
, 19_, by
and between FLORIDA POWER & LIGHT COMPANY, a Florida corporation, having its
mailing address at P.O. Box 14000, Juno Beach, Florida 33408-0420, Attn: Property Tax
Department, hereinafter referred to as "Grantor" and THE CITY OF BOYNTON BEACH, a
Florida municipal corporation having its mailing address at P.O. Box 310, Boynton Beach,
Florida 33425-0310, hereinafter referred to as "Grantee. II
WITNESSETH:
Grantor, in consideration of Ten Dollars and No Cents (510.00) and other good and
valuable consideration, to it paid by Grantee, the receipt of which is hereby acknowledged,
hereby grants, sells and conveys to Grantee, its successors and assigns forever all of that certain
land situated and located in Palm Beach County, Florida and more particularly described as
follows:
Special Warranty Deed
Page 1 of 5
See Exhibit "A" attached hereto and by this reference made a part
hereof for the description of the land conveyed hereby.
Subject to taxes and special assessments for the year and all subsequent years, to zoning
restrictions and other requirements imposed by governmental authority, and to easements,
conditions, reservations, restrictions and limitations of record.
Reserving, however, unto the Grantor, its successors and assigns, an easement forever, as
more particularly described in Exhibit "B" attached hereto and by this reference made a part
hereof, in, over, under, upon and across the land for the construction, operation and maintenance
of one or more overhead and underground electric transmission and distribution lines and other
electric utility facilities (including wires, poles, H frame structures, guys, cables, conduits,
telephone and telegraph lines, transformer enclosures, and appurtenant equipment) now existing
or to be installed from time to time; with the right to reconstruct, improve, add to, change the
size of, or remove such facilities or any of them; to permit any other person, firm or corporation
to install equipment on the ground, attach conduits, wires, or cables and to operate the same for
communication purposes; the right to use one or more roads or other access upon or across said
land, the right of ingress and egress over adjoining lands of Grantee for the purpose of exercising
the easement rights hereby reserved, also, to cut, trim, remove and keep clear all trees, brush,
undergrowth and other obstructions that might endanger or interfere with said facilities, including
but not limited to buildings, structures, wells, irrigation systems or other improvements. Grantee's
use of the easement shall limited to a nature preserve, walking/biking trail, parking or similar use.
Special Warranty Deed
Page 2 of 5
Grantee shall not place or allow to be placed any building, fencing or other permanent structure
within the easement.
By acceptance thereof, the Grantee acknowledges that the above-described real property
conveyed hereby is adjacent to real and personal property owned by Grantor and used by it as
a public utility corporation of the State of Florida, and Grantee accepts the conveyance of the
above-described property with this full knowledge and subject to the use of the Grantor's adjacent
land and personal property for such purposes or any other legally authorized use.
The Grantor hereby binds itself and its successors to warrant the title as against all acts
of the Grantor herein and no other, subject only to the matters set forth above.
IN WITNESS WHEREOF, Grantor has caused this instrument to be signed by its duly
authorized officer on the date first above written.
Executed in the presence of:
FLORIDA POWER & LIGHT COMPANY
Signature:
By:
Name:
Title:
Address:
Name (Print):
Signature:
Name (Print):
[SIGNATURE AND ACKNOWLEDGEMENT CONTINUED ON NEXT PAGE]
Special Warranty Deed
Page 3 of 5
STATE OF FLORIDA )
)ss:
COUNTY OF PALM BEACH )
On this day of , 19 _ before me, the
undersigned notary public, personally appeared .
(title) of Florida Power & Light Company, a Florida corporation,
personally known to me to be the person who subscribed to the foregoing instrument or who has
produced as identification, and acknowledged that he/she executed
the same on behalf of said corporation and that he/she was duly authorized so to do.
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
STATE OF FLORIDA
Name (Print):
My Commission Expires:
Signature:
Executed in the presence of:
Name (Print):
Signature:
Name (Print):
[ACKNOWLEDGEMENT CONTINUES ON NEXT PAGE]
Special Warranty Deed
Page 4 of 5
ACKNOWLEDGEMENT
STATE OF FLORIDA )
)ss:
COUNTY OF PALM BEACH )
On this day of , 19 _ before me, the
undersignednotarypublic, personally appeared
(title) of The City of Boynton Beach, a Florida municipal
corporation, personally known to me to be the person who subscribed to the foregoing instrument
or who has produced as identification, and acknowledged that
he/she executed the same on behalf of said corporation and that he/she was duly authorized so
to do.
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
Name (Print):
Commission No.:
My Commission Expires:
golswd.fm (120)
DEB:ago 10/4/96
Special Warranty Deed
Page 5 of 5
EXHIBIT "An
TO Sr",~IAL WARRANTY DEED AND EASEMENT ,h.c:SERVATION
LEGAL DESCRIPTION
TRACT # 2
DESCRIPTION OF A TRACT OF LAND LOCATED IN SECTION 32, TOWNSHIP 45
SOUTH, RANGE 43 EAST, CITY OF BOYNTON BEACH, PALM BEACH COUNTY,
FLORIDA, SAID TRACT BEING A PORTION OF PARCEL "A" AS SHOWN ON THE
PLAT OF "GOLF VIEW HARBOR, 1st SECTION", RECORDED IN PLAT BOOK 26,
PAGE 178, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS;
COMMENCING AT THE NORTHWEST CORNER OF SAID PARCEL "A", SAID POINT
LOCATED AT THE POINT FORMED BY THE INTERSECTION OF THE SOUTH RIGHT-
OF-WAY LINE OF S.W. 23rd AVENUE (80 FEET WIDE AS NOW LAID OUT AND
IN USE) AND THE EAST RIGHT-OF-WAY LINE OF THE LAKE WORTH DRAINAGE
DISTRICT E-4 CANAL (155 FEET WIDE); THENCE FROM SAID POINT RUN
SOUTH 08022'52" WEST, ALONG SAID BAST RIGHT-OF-WAY LINE OF THE LAKE
WORTH DRAINAGE DISTRICT E-4 CANAL, A DISTANCE OF 438.10 FEET TO THE
POINT OF BEGINNING; THENCE CONTINUE SOUTH 08022'52" WEST, ALONG
SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 1253.35 FEET; THENCE
SOUTH 00033' 18" BAST, ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE
OF 480.81 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF THE
S . C . L. RAILROAD (FORMERLY SEABOARD AIRLINE RAILROAD); THENCE NORTH
18005'29" EAST, ALONG SAID WEST RIGHT-OF-WAY LINE, A DISTANCE OF
1466.70 FEET; THENCE NORTH 01027'34" WEST, A DISTANCE OF 150.22
FEET; THENCE NORTH 57011'26" WEST,A DISTANCE OF 325.54 FEET TO THE
POINT OF BEGINNING.
CONTAINING 7.685 ACRES MORE OR LESS.
BEARINGS ARE BASED ON THE PLAT OF "GOLF VIEW HARBOR, 1st SECTION",
THE SOUTH RIGHT-OF-WAY LINE OF S. W. 23rd AVENUE BEARING SOUTH
87038'24" WEST.
~':'FPL.. 4::{
EXHIBIT "B"
TO uPECIAL WARRANTY DEED AND EASEMEh~ RESERVATION
LEGAL DESCRIPTION
125' FP&L EASEMENT
DESCRIPTION OF A TRACT OF LAND LOCATED IN SECTION 32, TOWNSHIP 45
SOUTH, RANGE 43 EAST, CITY OF BOYNTON BEACH, PALM BEACH COUNTY,
FLORIDA, SAID TRACT BEING A PORTION OF PARCEL "A" AS SHOWN ON THE
PLAT OF "GOLF VIEW HARBOR, 1st SECTION", RECORDED IN PLAT BOOK 26,
PAGE 178, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE
PARTICULARLY DBSCRIBBD AS FOLLOWS;
COMMBNCING AT THB NORTHWBST CORNER OF SAID PARCEL "A", SAID POINT
LOCATED AT THB POINT FORMED BY THB INTERSBCTION OF THB SOUTH RIGHT-
OF-WAY LINE OF S. W. 23rd AVENUE (80 FBBT WIDB AS NOW LAID OUT AND IN
USB) AND THB BAST RIGHT-OF-WAY LINE OF THB LAKB WORTH DRAINAGB
DISTRICT B-4 CANAL (155 FBBT WIDB); THENCB FROM SAID POINT RUN
SOUTH 08022' 52" WBST, ALONG SAID BAST RIGHT-OF-WAY LINE OF THE LAKB
WORTH DRAlNAGB DISTRICT B-4 CANAL, A DISTANCB OF 1691.45 FBBT;
THENCB SOUTH 00033'18" BAST, ALONG SAID BAST RIGHT-OF-WAY LINE, A
DISTANCB OF 89.85 FBBT TO THE POINT OF BBGINNING; THENCB CONTINUE
SOUTH 00033'18" BAST, ALONG SAID BAST RIGHT-OF-WAY LINE, A DISTANCB
OF 390.96 FBET TO A POINT ON THB WEST RIGHT-OF-WAY LINE OF THE
S .C.L. RAILROAD (FORMBRLY SEABOARD AIRLINE RAILROAD); THENCB NORTH
18005'29" BAST, ALONG SAID WBST RIGHT-OF-WAY LINE, A DISTANCB OF
1466.70 FBET; THENCB NORTH 01027'34" WBST, A DISTANCB OF 150.22
FBBT; THENCB NORTH 57011'26" WEST, A DISTANCB OF 77.27 FBBT; THENCB
SOUTH 18005'29" WBST, A DISTANCB OF 1257.45 FBBT TO THB POINT OF
BBGINNING.
CONTAINING 4.019 ACRBS MORB OR LBSS.
BEARINGS ARB BASBD ON THB PLAT OF "GOLF VIEW HARBOR, 1st SBCTION",
THB SOUTH RIGHT-OF-WAY LINE OF S. W. 23rd AVBNUB BEARING SOUTH
87038'24" WBST.
EXHIBIT "e"
TO AGREEMENT
AFFIDAVIT OF SELLER
STATE OF FLORIDA )
)ss:
COUNTY OF PALM BEACH )
BEFORE ME, the undersigned authority, personally appeared
, who, being by me first duly sworn, deposes and
says:
1.
That he/she is
of Florida Power & Light Company,
a Florida corporation, ("FPL"), owner of the property described in Exhibit "A" attached hereto
as a part hereof.
2. That FPL is not a foreign person as that term is defined in Section 1445(f)(3) of
the Internal Revenue Code.
3. That FPL's United States Taxpayer Identification Number is 59024775; and that
FPL's United States address is P.O. Box 14000, Juno Beach, Florida 33408-0420.
4. That no one has any adverse interest, claim or possession in and to the property.
5. That no work has been done on or about such property within the last ninety (90)
days which would constitute a mechanics' or materialmen's lien against the property and that
there are no such liens either recorded or unrecorded.
Affidavit of Seller
Page 1 of 2
6. That between the effective date of the title insurance commitment issued by the
named title insurer,
, and the recording of the deed from FPL to the
named purchaser,
, FPL has not and will not execute any instruments,
or record in the public records any executed instrument, that would in any way affect title to the
property or the title and interests conveyed by the deed to purchaser.
STATE OF FLORIDA )
)ss:
COUNTY OF PALM BEACH )
& LIGHT COMPANY
By:
Date:
On this day of , 19 _ before me, the
undersignednotarypublic, personally appeared
(title) of Florida Power & Light Company, a Florida corporation,
personally known to me to be the person who subscribed to the foregoing instrument or who has
produced , as identification, and acknowledged that he/she
executed the same on behalf of said corporation and that he/she was duly authorized so to do.
IN WITNESS WHEREOF, I hereunto set my hand
NOTA
Commission No.:
My Commission Expires:
affidav.gol (120)
DEB:ago 8/27/%
Affidavit of Seller
Page 2 of 2
EXHIBIT "A"
TO AFFIDAVIT OF SELLER
LEGAL DESCRIPTION
TRACT #:2
DESCRIPTION OF A TRACT OF LAND LOCATED IN SECTION 32, TOWNSHIP 45
SOUTH, RANGE 43 EAST, CITY OF BOYNTON BEACH, PALM BEACH COUNTY,
FLORIDA, SAID TRACT BEING A PORTION OF PARCEL "A" AS SHOWN ON THE
PLAT OF "GOLF VIEW HARBOR, 1st SECTION", RECORDED IN PLAT BOOK 26,
PAGE 178, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS i
COMMENCING AT THE NORTHWBST CORNER OF SAID PARCBL "A" t SAID POINT
LOCATED AT THE POINT FORMED BY THE INTERSECTION OF nIB SOUTH RIGBT-
OF-WAY LINE OF S.W. 23rd AVBNUB (80 FBET WIDB AS NOW LAID OUT AND
IN USE) AND THE BAST RIGHT-OF-WAY LINE 01' THB LAICB WORTH DRAINAGE
DISTRICT E-4 CANAL (155 FBET WIDB); THENCE PROM SAID POINT RUN
SOUTH 08022' 52" WBST, ALONG SAID BAST RIGHT-OF-WAY LINE 01' THE LAICB
WORTH DRAINAGB DISTRICT B-4 CANAL, A DISTANCE OF 438.10 FBBT TO THE
POINT OF BEGINNING; TRBNCB CONTlNOB SOUTH 08022' 52" WBST, ALONG
SAID BAST RIGHT-OF-WAY LINE, A DISTANCE OF 1253.35 PEST; TRBHCB
SOUTH 00033' 18" BAST, ALONG SAID BAST RIGHT-OF-WAY LINE, A DISTANCE
OF 480.81 PEST TO A POINT ON THE WBST RIGHT-OF-WAY LINS 01' THE
S . C . L. RAILROAD (PORMBRLY SBABOARD AIRLINE RAILROAD) i TBBNCE NORTH
18005'29" BAST, ALONG SAID WBST RIGHT-OF-WAY LINS, A DISTANCE OF
1466.70 I'BBT; THBNCE NORTH 01027'34" WEST, A DISTANCB OF 150.22
PEBT; TBBNCE NORTH 57011'26" WEST,A DISTANCE OF 325.54 PBBT TO THE
POINT OF BEGINNING.
CONTAINING 7.685 ACRES MORK OR LBSS.
BBARINGS ARB BASED ON THE PLAT OF "GOLF VISW HARBOR, 1st SBCTION",
THE SOUTH RIGHT-OF-WAY LINE OF S. W . 23rd AVENUE BEARING SOUTH
87038'24" WEST.
,4':' FPL. 4:/
Prepared by:
Donise Edwards Brown, Attorney
Florida Power & Light Company
11770 U.S. Highway One
North Palm Beach FL 33408
Sec._, Twp_S, Rge_E
Parcel ID #
EXHIBIT "0"
TO AGREEMENT
ACCESS EASEMENT
FLORIDA POWER & LIGHT COMPANY, a Florida corporation, its successors, agents
and assigns ("Grantor") in consideration of the payment of $1.00 and other valuable
considerations, receipt of which is hereby acknowledged, hereby grant and give to THE CITY
OF BOYNTON BEACH, a Florida municipal corporation, its successor, agents and assigns
("Grantee") an access easement twenty (20') feet in width as more particularly described on
Exhibit" A" attached hereto and made a part hereof (the "Lands") for purposes of ingress and
egress to Grantee's adjacent property only, in accordance with the sketch of survey attached
hereto as Exhibit "B" and made a part hereof.
Grantor and Grantee understand and agree that Grantee's use under this access easement
is subject to: (a) all encumbrances, conditions, covenants and easements applicable to Grantor's
title to or rights in the Lands, (b) any existing public utilities and other pipe or wireline facilities
located in, on, over, under or across the Lands, and all instruments, easements, agreements and
rights therefor, recorded or not.
Without separate written consent of Grantor, Grantee agrees that it shall not dedicate nor
permit the Lands to be used for any purpose or in any manner that might in any way subject it
to any public servitude.
Grantee agrees that it shall operate or use the Lands in accordance with all rules and
regulations of Grantor and any public authority having jurisdiction, so as not to interfere with or
endanger, in any way, property, traffic, operation, maintenance, or employees of Grantor.
Grantee agrees, as a condition of this easement, to construct and maintain protective
structures approved by Grantor over and around Grantor's anchors and guy lines within Grantor's
transmission corridor adjacent to and within twelve feet (12') on either side of the Lands.
Access Easement
Page 1 of 3
If at any time subsequent to this grant of easement, Grantee obtains an alternate access
to their property and this easement is no longer needed, Grantee agrees to release this access
easement.
IN WITNESS WHEREOF, the Grantor and Grantee have executed this Agreement this
day of ,19_.
Signed, sealed and delivered
in the presence of:
FLORIDA POWER & LIGHT COMPANY
By:
Signature:
Name (Print):
Title:
Signature:
Name (Print):
STATE OF FLORIDA )
)ss:
COUNTY OF PALM BEACH )
On this day of , 19 _ before me, the
undersigned notary public, personally appeared
(title) of Florida Power & Light Company, a Florida corporation,
personally known to me to be the person who subscribed to the foregoing instrument or who has
produced , as identification, and acknowledged that he/she
executed the same on behalf of said corporation and that he/she was duly authorized so to do.
IN WITNESS WHEREOF, I hereunto set my hand an
Name (Print):
Commission No.:
My Commission Expires:
[SIGNATURE AND ACKNOWLEDGEMENT CONTINUED ON NEXT PAGE]
Access Easement
Page 2 of 3
Signed, sealed and delivered
in the presence of:
Signature:
THE CITY OF BOYNTON BEACH
C\a
Print Name: ~
Title: ~
By:
Name (Print):
Signature:
Name (Print):
ATTEST:
By:
~y
STATE OF FLORIDA )
)ss:
COUNTY OF PALM BEACH )
On this day of , 19 _ before me, the
undersigned notary public, personally appeared , (title)
and , (title) of The City of Boynton
Beach, a Florida municipal corporation, personally known to me to be the person who subscribed
to the foregoing instrument or who has produced . as
identification, and acknowledged that he/she executed the same on behalf of said corporation and
that he/she was duly authorized so to do.
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
Commission No.:
NOTARY
Name (Print):
My Commission Expires:
acceas.gol (120)
OEB:ago 8/27/96
Access Easement
Page 3 of 3
EXHIBIT "A"
TO ACCESS EASEMENT
LEGAL DESCRIPTION
20' INGRESS/EGRESS EASEMENT
DESCRIPTION OF A TRACT OF LAND LOCATED IN SECTION 32, TOWNSHIP 45
SOUTH, RANGE 43 EAST, CITY OF BOYNTON BEACH, PALM BEACH COUNTY,
FLORIDA, SAID TRACT BEING A PORTION OF PARCEL "A" AS SHOWN ON THE
PLAT OF "GOLF VIEW HARBOR, 1st SECTION", RECORDED IN PLAT BOOK 26,
PAGE 178, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS;
BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL "A", SAID POINT
LOCATED AT THE POINT FORMED BY THE INTERSECTION OF THE SOUTH RIGHT-
OF-WAY LINE OF S.W. 23rd AVENUE (80 FEET WIDE AS NOW LAID OUT AND
IN USE) AND THE EAST RIGHT-OF-WAY LINE OF THE LAKE WORTH DRAINAGE
DISTRICT E-4 CANAL (155 FEET WIDE); THENCE FROM SAID POINT RUN
SOUTH 08022'52" WEST, ALONG SAID EAST RIGHT-OF-WAY LINE OF THE LAKE
WORTH DRAINAGE DISTRICT E-4 CANAL, A DISTANCE OF 438.10 FEET;
THENCE SOUTH 57011'26" BAST, A DISTANCE OF 21.97 FEET; THENCE NORTH
08022'52" EAST, A DISTANCE OF 450.98 FEET TO A POINT IN THE SOUTH
RIGHT-OF-WAY LINE OF S. W. 23rd AVENUE; THENCE SOUTH 87038' 24" WEST,
ALONG SAID SOUTH RIGHT-OF-WAY LINE, A DISTANCE OF 20.36 FEET TO THE
POINT OF BEGINNING.
CONTAINING 0.204 ACRES MORE OR LESS.
BEARINGS ARB BASED ON THE PLAT OF "GOLF VIEW HARBOR, 1st SECTION",
THE SOUTH RIGHT-OF-WAY LINE OF S. W. 23rd AVENUE BEARING SOUTH
87038'24" WEST.
-
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Prepared by:
Donise Edwards Brown, Attorney
Florida Power & Light Company
11770 U.S. Highway One
North Palm Beach FL 33408
Sec._, Twp_S, Rge_E
Parcel ID #
EXHIBIT "E"
TO AGREEMENT
UTILITY AND FENCING EASEMENT
FLORIDA POWER & LIGHT COMPANY, a Florida corporation, its successors, agents
and assigns ("Grantor") in consideration of the payment of $1.00 and other valuable
considerations, receipt of which is hereby acknowledged, hereby grant and give to THE CITY
OF BOYNTON BEACH, a Florida municipal corporation, its successor, agents and assigns
("Grantee") a utility and fencing easement ten (10') feet in width as more particularly described
on Exhibit" A" attached hereto and made a part hereof (the "Lands") for purposes of construction,
operation and maintenance of underground utility facilities and a fence not to exceed (6') feet in
height only, in accordance with the sketch of survey attached hereto as Exhibit "B" and made a
part hereof.
Grantor and Grantee understand and agree that Grantee's use under this utility and fencing
easement is subject to: (a) a height restriction on all fencing not to exceed six (6') feet and
Grantor's grounding specifications; (b) all encumbrances, conditions, covenants and easements
applicable to Grantor's title to or rights in the Lands; and (c) any existing public utilities and
other pipe or wireline facilities located in, on, over, under or across the Lands, and all
instruments, easements, agreements and rights therefor, recorded or not.
Without separate written consent of Grantor, Grantee agrees that it shall not dedicate nor
permit the Lands to be used for any purpose or in any manner that might in any way subject it
to any public servitude.
Grantee agrees that it shall operate or use the Lands in accordance with all rules and
regulations of Grantor and any public authority having jurisdiction, so as not to interfere with or
endanger, in any way, property, traffic, operation, maintenance, or employees of Grantor.
Grantee agrees, as a condition of this easement, to construct and maintain protective
structures approved by Grantor over and around Grantor's anchors and guy lines within Grantor's
transmission corridor adjacent to and within twelve (12') feet on either side of the Lands.
Utility and Fencina Easement
Page 1 of 3
If at any time subsequent to this grant of easement this easement is no longer needed,
Grantee agrees to release this utility and fencing easement.
IN WITNESS WHEREOF, the Grantor and Grantee have executed this Agreement this
day of ,19_.
Signed, sealed and delivered
in the presence of:
FLORIDA ~ & LIGHT COMPANY
By: ~
Print Name: ~410 j ~
Title: r
Signature:
Name (Print):
Signature:
Name (Print):
STATE OF FLORIDA )
)ss:
COUNTY OF PALM BEACH )
On this _ day of , 19_ before me, the
undersigned notary public, personally appeared
(title) of Florida Power & Light Company, a Florida corporation,
personally known to me to be the person who subscribed to the foregoing instrument or who has
produced , as identification, and acknowledged that he/she
executed the same on behalf of said corporation and that he/she was duly authorized so to do.
Name (Print):
Commission No.:
My Commission Expires:
[SIGNATURE AND ACKNOWLEDGEMENT CONTINUED ON NEXT PAGE]
Utility and Fencing Easement
Page 2 of 3
Signed, sealed and delivered
in the presence of:
THE CITY OF BOYNTON BEACH
Signature:
Title:
By:
Name (Print):
Signature:
Name (Print):
:~STeopy
STATE OF FLORIDA )
)ss:
COUNTY OF PALM BEACH )
On this day of , 19 _ before me, the
undersigned notary public, personally appeared (title)
and , (title) of The City of Boynton
Beach, a Florida municipal corporation, personally known to me to be the person who subscribed
to the foregoing instrument or who has produced , as
identification, and acknowledged that he/she executed the same on behalf of said corporation and
that he/she was duly authorized so to do.
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
My Commission Expires:
utility.gol (120)
OEB:ago 10/4/96
Utility and Fencing Easement
Page 3 of 3
EXHIBIT "A"
4'0 UTILITY AND FENCING EASEMENT
LEGAL DESCRIPTION
10' UTILITY & FENCE EASEMENT
DESCRIPTION OF A TRACT OF LAND LOCATED IN SECTION 32, TOWNSHIP 45
SOUTH, RANGB 43 EAST, CITY OF BOYNTON BEACH, PALM BEACH COUNTY,
FLORIDA, SAID TRACT BBING A PORTION OF PARCBL "A" AS SHOWN QN THB
PLAT OF "GOLF VIBW HARBOR, 1st SECTION", RECORDBD IN PLAT BOOK 26,
PAGE 178, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, BBING MORE
PARTICULARLY DBSCRIBED AS FOLLOWS;
COMMENCING AT THB NORTHWBST CORNER OF SAID PARCBL "A", SAID POINT
LOCATED AT THE POINT FORMBD BY THB INTBRSBCTION OF THE SOUTH RIGHT-
OF-WAY LINE OF S.W. 23rd AVENUE (80 FBET WIDB AS NOW LAID OUT AND
IN USB) AND THB EAST RIGHT-OF-WAY LINE OF THB LAKB WORTH DRAlNAGB
DISTRICT B-4 CANAL (155 FBBT WIDB); THENCB FROM SAID POINT RUN
NORTH 87038124" EAST, ALONG SAID SOUTH RIGHT-OF-WAY LINE, A
DISTANCB OF 20.36 FBET TO THE POINT OF BEGINNING; THENCB SOUTH
08022152" WEST, A DISTANCE OF 450.98 FEET, THBNCE SOUTH 57011126"
EAST, A DISTANCB OF 10.98 FEBT; THENCE NORTH 08022152" BAST, A
DISTANCB OF 457.42 FBET TO A POINT IN THE SOUTH RIGHT-OF-WAY LINE
OF S.W. 23rd AVENUE; THENCE SOUTH 87038124" WBST, ALONG SAID SOUTH
RIGHT-OF-WAY LINE, A DISTANCB OF 10.18 FBET TO THE POINT OF
BBGINNING.
CONTAINING 0.104 ACRBS MORB OR LESS.
BEARINGS ARB BASED ON THE PLAT OF "GOLF VIBW HARBOR, 1st SBCTION",
THE SOUTH RIGHT-OF-WAY LINE OF S. W. 23rd AVENUE BEARING SOUTH
87038124" WEST.
-
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EXHIBIT "F"
TO AGREEMENT
BRIDGE INSPECTION REPORT
Golf Substation Sale
City of Boynton Beach
February 29, 1996
Bridges with Sufficiency Ratings < 50
Bridge
lliL...
Bridge
Name
Sufficiency Rating
935301
Coral Drive over Canal
39.2
935306
SW 23rd Avenue over Canal E-4
29.4
~-
.
City of Boynton Beach
Structurally Deficient Bridges
February 29, 1996
There are no structurally deficient bridges.
~-
59 Superstructure
60 Substructure
62 Culverts
66 Inventory Rating
1. STRUCTURAL ADEQUACY
AND SAFm
S1 = 55% Max. '..
28 lanes on Structure
29 Average Daily Traffic.
32 Appr. Rdwy. Width
43 Structure Type, Main
51 Bridge Rdwy. Width
53 VC over deck
58 DecK Condition
67 Structural Evaluation
68 Deck Geometry
69 Underclearances
71 Waterway Adequacy
72 Appr. Rdwy. Align.
100 Defense Highway
Designation
2. SERVICEABILITY AND
FUNCTIONAL OBSOLESCENCE
S2 = 30% Max.
4. SPECIAL REDUCTIONS
SUFFICIENCY RATING = S1 + S2 + S3 - S4
S4 = 13% Max.
19 Detour Length
36 Traffic Safety Features
43 Structure Type, Main
Sufficiency Rating shall not be
less than 0% nor greater than 100%
Figure 1. Summary of sufficiency rating factors
I.4
29, 1996
Br. No. Br. Name
posting Recommendations
Based on Operating Ratings
935306 SW 23rd Avenue over Canal E-4
Structure should be posted for
the SU and C type vehicles. The
structure is currently posted
either below or at the Operating
Ratings for the SU and C type
vehicles. The posting does not
conform to FOOT Standard Index
#17357.
935307 NW 22nd Avenue (WB) over Canal E-4
No posting required. The
structure is currently posted for
a 20 ton load limit. The posting
does not conform to FOOT Standard
Index #17357.
935308 NW 22nd Avenue (EB) over Canal E-4
Not posted/No posting,required
...---
s. 335.07
1984 SUPPLEMENT TO FLORIDA STATUTES 1983
s. 335.092
335.07 Sufficiency rating system for roads
on State Highway System.-
(1) The department shall adopt a sufficiency rat-
ing system for roads on the State Highway System.
(2) Such system shall include, but shall not be
limited to, the consideration of the following factors:
(a) Structural adequacy;
(b) Safety; and
(c) Service.
(3) The determination of rating, at a minimum,
shall take into consideration the volume of traffic us.
ing the roads and the minimum engineering stan-
dards required to safely accommodate such volume of
traffic; the age of the roads; the width of pavement
and shoulders; the number and degree of curves, both
horizontal and vertical; ridability; and maintenance
economy.
BI8CO..,...-.. 31. eh. 29966. 1965; .. 23. 36. eh. 89-106; L 39. eh. 84-308.
335.074 Safety inspection of bridges.-
(1) Those bridges having an opening measured
along the center of the roadway of more than 20 feet
between undercopinga of abutments or spring lines of
arches or extreme ends of openings for multiple box-
es and those bridges consisting of multiple pipes
where the clear distance between openings is less
than half of the smaller contiguous opening are sub.
ject to inspection in accordance with the provisions of
this section.
(2) At regular intervals not to exceed 2 years,
each bridge on a public transportation facility shall
be inspected for structural soundness and safety for
the passage of traffic on such bridge. The thorough-
ness with which bridges are to be inspected shall de-
pend on such factors as age, traffic characteristics,
state of maintenance, and known deficiencies. The
governmental entity having maintenance responsibil-
ity for any such bridge shall be responsible for having
inspections performed and reports prepared in ac-
cordance with the provisions contained herein.
(3)(a) Each bridge inspection required by subsec-
tion (2) shall be performed by an inspector who is
qualified, as prescribed in subsection (4), who shall
determine the load-carrying capacity and safety con-
dition of the bridge.
(b) Each inspection shall be reported on a format
designated by the department and forwarded to the
department. A copy of such report shall also be pro-
vided to the local governmental entities in Ithe juris-
dictions of which the bridge is located. Data on a
newly completed structure, or on any modification of
an existing structure, which would alter previously
submitted data on any inspection report shall be sub-
mitted to the department and the appropriate local
governmental entities within 90 days of completion
of the new construction or modification by the gov-
ernmental entity having maintenance responsibility.
(c) The department shall maintain an inventory
of bridges and appropriate records on the inspections
of such bridges reported pursuant to this section.
(4)(a) An individual who inspects bridges and
completes reports required by this section must pos-
sess the following minimum qualifications:
1. Be a registered professional engineer with ex-
pertise in civil engineering; or
2. Have a minimum of 5 years' experience in
bridge construction or maintenance inspection as-
signments in a responsible capacity and have com-
pleted a comprehensive training course approved by
the department.
(b) An individual who executes reports required
by this section shall be a registered professional engi-
neer.
(5) On or before November 1 of each even-
numbered year, the department shall prepare a re-
port of its fmdings with respect to each IUch bric:l2e
or other structure whereon significant structural deli-
ciencies were discovered and rue such report with the
Governor and the presiding officer of each house of
the Legislature. A copy of the report shall be fur-
nished by the department to each member of the
Legislature requesting it.
BiJoco..,.._. 1.2.3. eh. 89-271;.. 23. 36. eh. 89-106; L 1. eh. 75-137; L 1. ch.
77 .174; .. 40. eh. 84.309.
. N 0'..- The worda "1he juriodiclicmI or _n i-'ed by "'" odit.orL
No..~Fo......r L 33&.071.
335.075 Uniform minimum standards for de-
sign, construction. and maintenance; advisory
committees.-[Amended and transferred to I.
336.045 by s. I, ch. 84-151, and s. 69, ch. 84-309.]
335.09 Erection and maintenance of traffic
and directional SigDSj uniform sign system.
-The department shall erect and maintain signs for
the regulation of traffic. including signs indicating
the distance between citiel and toWDI, hiltorical
points of interest, and the numbers asaigned to each
road on the State Highway System. Such lign system
shall conform to the department's uniform system of -
traffic control devices as adopted by the American
Association of State Highway and Transportation
Officials.
BlaCO..,...-.. 33. th. 299&. IH6; L 2. eh. 59.98;.. 23. 36. elL 69.106; L 42. elL
84.309.
335.091 Blue Star Memorial Highway desig-
nation.-
(1) The head of the department, in cooperation
with the Florida Federation of Garden Clubl, Ine., is
authorized to designate certain roads in this state as
Blue Star Memorial highways in honor of those indi-
viduals who have served or are serving in the Armed
Forces of the United States.
(2) It is the duty of the executive board of the
Florida Federation of Garden Clubs, Inc., to submit
to the head of the department routes on certain roads
in the state for designation as Blue Star Memorial
highways. Upon designation of a route as a "Blue Star
Memorial Highway," any member club of the Florida
Federation of Garden Clubs, Ine., may, with the ad-
vice, cooperation, and approval of the department,
erect suitable markers and beautify such memorial
highway.
(3) The department shall file with the Depart-
ment of State a record of such roads so designated as
Blue Star Memorial highways.
Bl8lo..,..-IL 1.2. 3, elL 69.77; L~. eh. 87-4411:.. 10. 23. 36. eh. 88-106; L 43-
eh. 84-308.
335.092 Everglades Parkway scenic high-
way.-
(1) The following terms, when used in this sec-
tion, have the meanings ascribed herein:
(a) "Parkway" means the Everglades Parkway,
527
~ 111.21
--...
_..... ....;~
BRIDGE INSPECTION REPORT
CONTENTS OF REPORT
F. Field Preparation
*G. Fracture Critical Inspections
H. Scour Evaluation
I. Load Rating Analysis
A. Condensed Inspection Report
B. Comprehensive Report of Deficiencies
C. Evaluation of Previous Corrective Action
D. Required Maintenance Repair & Rehabilitation
*E. Not Used for Consultant Inspection
* This section is not induded in this re rt.
Bridge No.
Location:
NO
181
181,
181
',}' "PREPARED FOR: CITY QF.;BOYNTON BEACH;~~+..
" .'. '. -,'.". ,.,'yo -, ...""
BY: KISINGER CAMPO AND ASSOCIATES, CORP.
REPORT IDENTIFICATION
SW 23rd Avenue over Canal E-4'
;1":,;.":'1'::'-.
935306 Bridge Name:
adiacent to south side Golf Road
YES
o
'... -- 0
. ~,.:.
" ..
.\ '..1,' .
. - 4 ... , . ... 1" ~ . r":.: . '.
This bridge contains fracture critical compOnents. I
'. -.. -.
l t.. ," ~..
.' ' ilJ.nii
Road Name
SW 23rd A'ienueZ"1j'Rl.:u!
This bridge is scour critical.
o
')fi~ r~P8~ l~T~ti~~~.~~m:~~~ .whi~1 re~~~~?IW~~pt corrective action.
181 Routine 0 Interim 0 Special
Type of Inspection
Field Ins ection Date: 11/15/95
Name of Inspector/Diver Initials
Underwater: 11/15/95
Eng. Reg. Cert Bridge Nicet Insp.
Number Insp. # Number
"'00271 083741
F. C. Maslyn (S~lns~o~
D. R. Crissey
...;;..i,
Name
Name
Signature
:;
t;~~ ...lo'
J
."C
K.C. Reinhold
CBI # 00025
Reviewing Bridge Inspector Supervisor
Initials
~
Nicet # 079537
D. B. Thomps~Rnflnnlng Registered Professional Engineer
TA LoCicero PE #
45403
31136
IZ-7.-,-.,r
PAGE 1 OF 22
t{i .nger c.a"'~ and JUSOci es, c.orp,
Bridge Inspection Report
Bridge NO. 93530~
!nspeccion ~/~~17~__
. . ~
.it ....
L""' ,-
~-::I;..t
'(. .
,..
Roll 2.060, n13
'}O~
It.{
1~~3 ob
soutn Ele-vat1..on
Roll 2.060, ftl4
p"GE. 2.
Or 22
A. CONDENSED INSPECTION REPORT
FIXED SPANS
Bridge No: 935306
Inspection Date: 11/1-5/95
DECK COMPONENT SUPERSTRUCTURE COMPONENT SUBSTRUCTURE COMPONENT
BMIS ELEMENT TITLE i NCR. BMIS ELEMENT TITL: NCR 8M1S ELEMENT TITLE NCR
NO. .. NO. .. NO. -
G1.00 Deck Overall Rating 5 G2.00 Superstructure Overall S G3.00 Substructure 6
(58) (59) Ratina (60) Overall Ratina
G1.01 Deck (Top) 5- G2.01 Bearings N G3.01 Piling S'
Gl.02 Deck (Underside) NV" G2.02 Beams S' G3.02 Footings/Caissons N
I G103 Expansion JOIn:s i 6" G2.03 Floor Beams N G303 ColumnsllNall Piers N
!
i ,
! G204 Main Girders N G3.04 Intermediate Caps
Gl.04 Construction Jo,nts N 5'
(Bent)
Gl.0S Drainage 6- G2.0S Diaphragms 7 G3.0S Bracing/Struts/ N
Web Walls
G 1.06 Curbs/Sidewalks 7' G2.06 Lateral Bracing N G3.06 End Bents 6-
Gl.07 Bridgerails 6' G2.07 Upper Chords N G3.07 Slope Protection/ N
Slope
G2.08 Lower Chords N
G2.09 Verticals N NON~TRUCTURALFEATURES
.-
G2.10 Diagonals N BMIS ELEMENT NCR
NO. NUMBER ..
G2.11 Portals N G6.01 Lighting Systems N
G2.12 Fracture Critical N G6.02 Signs 3'
Members
APPROACH ROADWAY MAJOR CHANNEL- MAJOR FEATURE G6.03 Striping (Roadway, l'
FEATURE Reflective)
BMIS ELEMENT TITLE NCR BMIS ELEMENT TITLE NCR G6.04 Reflectors 2-
NO. .. NO. .-
G4.00 Approach Roadway 5 GS.OO Channel & Channel 7 G6.0S Utility Attachments 3
Overall Rating (61) Protection Overall Ratina
G4.01 Approach Slabs 6- G5.01 Fender System N G6.06 Fishing Walks N
G4.02 Retaining Wall/Shoulder 5- G5.02 Navigation Lights & Aids N G6.07 Attenuators N
G4.03 Roadway/Bridge N G5.03 Slopes 7 G6.08 T rafflc Control and N
Transition Monitorina Svstems
G4.04 Guardrails W GS.04 Degradation/Aggradation 7- GS.09 Deck Cleanness 3
G40S Roadway Alignment 7 GS.OS Alignment 8 G6.10 Superstructure 4
Cleanness
GS.06 Flow 8 G6.11 Substructure 4
Cleanness
G6.12 Fences and Glare N
Screens
a.Oci.Reie. ..,s' in this .t.",.nt that wauan' .,.U.n ancllor sketc.hed d..criplions 1h., .,. provided in Section a 01 thil nporl.
U NeR i. an acronym tor Numerical Condition Raling. tn_ definitions of which can be fo"nd on the n..' pa,_.
NV . NOT VISIBLE
PAGE 3 OF 22
NUMERICAL CONDITION RATING DEFINITIONS FIJ..
DECK, SUPERSTRUCTURE. SUBSTRUCTURE. APPROACH ROADWAY
CQQE
ceSCRIPTlON
NV
NOT VISIBLE
5
NOT APPLICABLE
EXCELLENT CONDITION
vERY G00D CONDI710N . No probl~"'~ ~nted,
GOOD CONDITION - Some minor problems. Minor maintenance may be needed.
SATISFACTORY CONDITION. Structural elements show some minor deterioration. Major maintenance is needed.
F AIR CONDITION. All primary structural elemenl3 are sound but may have minor section loss. cracking. spalling. Minor rehabilitation may be
needed.
POOR CONDITION - Advanced section loss, deterioration. spalling. Major rehabilitation may be needed.
SERIOUS CONDITION . Loss of section. deterioration. spalling have seriously affected primary structural elements. Local fa,lures are
possIble. Fatigue cracks ,n ste~1 or shear cracks ,n concrete may be present. Repair or rehabilitation required immediately
.:"(!TICAL CONCIT:CN . .\,j';anced 1e:er:oratlon 01 ;Jrlmu'l struc:ural e'ements Fatigut! c:a~~s ;., steel or shear c(a~ks In C )ncrete -ay ce
prese,n. L'n'ess closely rr.onltored It may De necessat"1 to close the bridge until correctlve action is taken.
N
9
8
7
6
4
3
"IMMINENT" FAILURE CONDITION. Major deterioration or section loss present in critical structural components or obvious vertical or
ilorizontal movement affecting structure stability. Bridge is closed to traffic but corrective action may put back in light service.
o
FAILED CONDITION - Bridge closed. Replacement necessary.
NUMERICAL CONDITION RATING DEFINITIONS FOR
CHANNEL AND CHANNEL PROTECTION
!d2Qf
DESCRIPTION
N
9
8
7
NOT APPLICABLE. Use when bridge is not over a waterway.
EXCELLENT CONDITION - No noticeable or noteworthy deficiencies which affect the condition of the channel.
VERY GOOD CONDITION. Banks are protected or well vegetated. River control devices, such as spur dikes and embankment protection, are
not required or are In a stable condition. Some minor scour has occurred near bridge.
GOOD CONDITION. Bank protection Is In need of minor repai". River controls devices and embankment protection have minor damage.
Banks and/or channel have minor amounts of drift. Minor local scour developing near substructure.
6
3
SATISFACTORY CONDITION. Bank is beginning to slump. River control devices and embankment protection have considerable minor
damage. There Is minor stream bed movement evident. Debris is restricting the waterway slightly. Scour holes deepening.
FAIR CONDITION. Bank protection is being eroded. River control devices andlor embankment have major damage. Trees and brush restrict
the channel. Scour holes are becoming more prominent, affecting the stability of the substructure.
POOR CONDITION - Bank and embankment protection undennlned with corrective action required. River control devices have severe
damage. Large deposits of debris In the waterway. The stream bed has changed Its location but Is causing no problem.
SERIOUS CONDITION. Bank protection has failed completely. Scour holes fonnlng in embankmenL River control devices have been
destroyed. Stream bed aggregation or degradation has changed the waterway to now threaten the bridge andlor approach roadway.
CRITICAL CONDITION . Abutment has failed (portion has settled) due to undennlnlng of footing. The waterway has changed and now
threatens the bridge and/or embankmenL Scour is of sufficient depth beneath footing that sub.tructure I. near state of collapse.
"IMMINENT" FAILURE CONDITION. Bridge closed. Corrective action may put the structure back Into light service.
FAILED CONDITION -Bridge closed. Replacement necessary.
5
4
2
o
~...--
Page 4 of 22
.i<~-
Kisinger Campo and Associates, Corp.'
Bridge Inspection Report
Bridge No. 935306
Inspection Date 11/15/95
B. - COM PRE HEN'S I V ERE paR T
o F D E FIe I ENe I E S
~~~~: 3~~jge ln~e~toried from ~est to east.
METRIC TO STANDARD
1 in. 25.4 mm 1 mm = 0.04 in.
1 in. 2.54 em 1 em = 0.393 in.
1 ft. 0.304 m 1 m '" 3.28 ft.
1 mi. 1.609 km 1 km = 0.62 mi.
NOTE: All measurements are shown in metric.
ELEMENT
NUMBERS
G1.01 Deck (Top) - Rated 5
The continuous deck top has Class 1 to Class 4 transverse cracks which are spaced
from 800mm to 1200mm apart. The cracks in Span 2 are more predominant than in Span
1 and Span 3. These cracks extend for almost the entire width of the deck and are
present throughout all three spans. A Class 5 longitudinal crack is present along
the centerline for the majority of the length of the structure. Shallow spalls are
present adjacent to the centerline in each span. Part of the spalling in Span 2 has
been patched with asphalt. In addition, the deck top has moderate abrasive wear
with the worst case being located in the eastbound lane of Span 3. Refer to Photo
22 on page 9 for a view of the deck top.
Gl.02 Deck (Underside) - Rated NV
The deck underside is not visible due to precast concrete stay in place forms. The
forms are aligned transversely and are 150mmi wide. The forms have random Class 1
edge spalls and cracking. Overall they appear to be in fairly good condition.
Water is dripping from the underside and appears to be coming from the longitudinal
crack in the deck top.
G1.03 Expansion Joints - Rated 6
Class 1 edge spalls are present along the edges of the joints over End Bent 1 and
End Bent 4. It appears the sealant material within these joints has completely
deteriorated, which is allowing debris to collect inside the joints.
Gl.05 Drainage - Rated 6
A low spot in the deck top along the south curbline of Span 1 is retaining water.
PAGE 5 OF 22
----- -
Kisinger Campo and Associates, Corp.
Bridge Inspection Report
Bridge No. 935306
Inspection Date 11/15/95
B. COM PRE HEN S I V ERE P 0 R T
o F D E FIe I ENe I E S
ELEMENT
~l'UMBERS
81.06 Curbs - Rated 7
Both curbs have random Class 1 transverse cracks. The south curb over Bent 3 has a
Class 5 transverse crack for the full width.
81.07 Bridgerail - Rated 6
The concrete post and beam bridgerails do not conform with current AASHTO
guidelines. Post 3-1 left has a 300mm long Class 5 vertical crack on the south,
north, and top faces. The rail adjacent to Post 3-1 right has a Class 5 crack where
it meets the post. Other Class 1 spalls and minor cracks were found throughout.
82.02 Beams - Rated 6
The precast beams typically have Class 1 vertical cracks near midspan. Beam 1-4
over End Bent 1 has a 400mm long Class 4 diagonal crack on each face extending down
to the cap. Beam 1-5 has a spall 600mm X 200mm X 70mm with exposed and corroded
reinforcing steel on the bottom north edge near midspan. Beam 2-3 has a Class 1
spall with exposed and corroded steel on the south face, 1.7m from Bent 3. Beam 3-5
over End Bent 4 has a 130mm long Class 3 diagonal crack on the lower north face.
83.01 Piling - Rated 6
The precast piles do not appear to be embedded into the caps very far and typically
have Class 1 horizontal cracks and Class 1 edge spalls. The lower portions have
Class 1 scale damage. Pile 2-3 has Class 2 to Class 3 horizontal cracking at the
cap.
83.04 Intermediate Caps (Bentl - Rated 5
Bent 2 and Bent 3 caps typically have full height Class 1 to Class 3 vertical cracks
under the beams. Bent 2 cap has a spalled and delaminated area 300mm X 300mm on the
east face over pile 2-1. Bent 2 cap has a spall 270mm X 220mm X 30mm on the east
face under Beam 2-3. The top southeast corner of Bent 2 cap has a spall 300mm X
120mm X 70mm deep. Bent 3 cap has a delaminated area 270mm X 120mm on the west face
under Beam 2-4 with a 2BOmm long Class 3 diagonal crack extending downward from this
area.
PAGE 6 OF 22
Kisinger Campo and Associates, Corp.
Bridge Inspection Report
Bridge No. 935306
Inspection Date 11/15/95
B. COM PRE HEN S I V ERE P 0 R T
o F D E FIe I ENe I E S
ELEMENT
NUMBERS
83.06 End Bents - Rated 6
Both end bent caps have Class 1 vertical cracks under the beams. End Bent 1 cap has
a delaminated area 200mm in diameter under Beam 1-4. End Bent 1 cap also has a
300mm long Class 3 horizontal crack on the east face at the south end which extends
around the south face. The end bent piles have Class 1 horizontal cracks and have
Class 1 scale damage in the lower portions. The precast concrete back wall panels
at each end bent have random Class 1 to Class 2 cracks. End Bent 1 back wall
between Pile 1-3 and Pile 1-4 has a 1.5m long Class 5 horizontal crack, 600mm below
the cap. The back wall at End Bent 4 has a 3m long Class 3 horizontal crack from
Pile 4-3 to Pile 4-5, .Bm below the cap. .
84.01 Approach Slabs - Rated 6
Both approach slabs appear to have been mud jacked in the past. Each slab has three
250mm diameter core holes, 450mm from the bridge. The core holes in the west slab
have not been completely sealed. In addition to these core holes, a 700mm long X
900mm wide square cut out is present in the eastbound lane of the east slab. This
area has been patched. It is unknown if these repairs have filled in all of the
voids under the slabs. The construction joint down the centerline of the east and
west slabs is not sealed. There is a 3.1m long Class 1 diagonal crack in the
eastbound lane of the east slab. The edge of the east approach slab at the bridge
deck has a delaminated area in the eastbound lane 1.4m long X 200mm wide. Refer to
Photo 25 on page 14 for a view of the east slab.
84.02 Retaining WallS/Shoulders - Rated 5
The precast sheet pile retaining walls at all four corners of the structure have
random Class 1 to Class 3 cracks. All four retaining walls have separated where
they meet the eastbound back walls apparently due to outward rotation. The
following are measurements of the gaps at the caps:
Southwest - 60mm
Northwest - SOmm
Southeast - 50mm
Northeast - 70mm
Refer to Photo 23 and Photo 24 on pages 10 and 11 for a view of the joints at the
southwest and northeast corners. The northwest retaining wall is undermined 1.5m
long X IS0mm high. Erosion is present around the ends of the southwest, northwest,
and northeast retaining walls and average 3m long X 1.2m wide X .Sm deep in size.
PAGE 7 OF 22
Kisinger Campo and Associates, Corp.
Bridge Inspection Report
Bridge No. 935306
Inspection Date 11/15/95
B. COM PRE HEN S I V ERE P 0 R T
o F D E FIe I ENe I E S
ELEMENT
NUMBERS
G4.04 Guardrail - Rated N
An approach guardrail system is not provided.
G5.04 Degradation/Aggradation - Rated 7
Refer to section H for the groundline measurements and channel profiles.
G6.02 Signs - Rated 3
Weight restriction signs are posted at each end of the bridge for SU - 5 tons and
C - 6 tons. Refer to Photo 19 and Photo 20 on page 12. Advance warning signs are
not provided.
G6.03 Striping - Rated 1
The roadway striping is barely visible.
G6.04 Reflectors - Rated 2
Pole mounted hazard markers are only present at the southwest and northwest corners
of the structure.
PAGE 8 OF 22
---- -
...Jslnger Campo and Associates, Corp.
Bridge Inspection Report
Bridge No.
Inspection
Q1'\106
Date 11/15/95
Roll 2060, 1122
Deck top of Span 2 and Span 3 looking east
.---- -
luslnger Campo and Associates, Corp.
Bridge Inspection Report
Bridge No. Qi~in~
Inspection Date 11/15/95
.. ,......':"'~.
~O'
Roll 2060, 1123
Northeast retaining wall joint.
Note the separation at the top.
lYsinger Cam~ and AsSOCiateS, Corp.
-=
-==
Bridge Inspection R.eport
Bridge NO. -9~~~nh
Inspeccion Date _~1/15/95
7-.0c..o
.~
Roll 2060. 1124
southwest retaining wall joint
.-
~singer Campo and Associates, Corp.
Bridge Inspection Report
Bridge No.
Inspection
935306
Date 11/15/95
Roll L060, 1120
West Weight Restriction Sign
Roll 2060, 1119
East Weight Restriction Sign
~
Kisinger Campo and Associates, Corp.
Bridge Inspection Report
Bridge No. 935306
Inspection Date 11/15/95
C. E V A L U A T ION 0 F PRE V IOU S
COR R E C T I V E ACT ION
ELEMENT
NUMBERS
G2.02 Beams
The spalls on Beam 2-3 and Beam 2-5 which are noted in the 7/29/92 interim report
have been patched for some time.
G4.01 Approach Slabs
The east approach slab was saw cut 700mm X 900mm square in the center of the
eastbound lane. Approximately one truck load of concrete was poured into the void
below the area and additional pressure grouting was performed after the concrete
cured. An asphalt curb was installed along the south edge of the east slab to drain
water from this area. Refer to Photo 17 and Photo 25 on page 14.
G4.02 Retaining Walls
A stainless steel tie rod for a dead man was installed to prevent movement of the
southeast retaining wall. The adjacent area of the southeast shoulder has been
covered with concrete. Refer to Photo 18 on page 15.
G4.0S Roadway Alignment
The east approach roadway has been overlaid with asphalt.
No other apparent corrective action has been taken since the previous inspection
report dated 9/26/94.
PAGE 13 OF 22
\...singer c.a"'~ and ~t1tS, c.011'.
Bridge \nspectiOn \leport
Bridge NO. ~
Inspection Date ~
" .
'- "; ,#
. "
,',...-
Roll 2.060, ill?
cast h~~<oach Slab and Road~aJ
t,ast
Roll 2060, il2S
.,....,...,-
, I
~~slnger Campo and AssCK;lates, Corp.
Bridge Inspection Report
Bridge No.
Inspection
935306
Date 11/15/95
Roll 2060, fl18
Overall view of east approach repairs.
Note the tie back in the southeast retaining wall.
~-
Kisinger Campo and Associates, Corp.
Bridge Inspection Report
Bridge No. 935306
Inspection Date 11/15/95
D. R E'C 0 MM END E D COR R E C'T I V E
i\CTION
Tca:fic Restrictions: The Florida Dep~~tment of Transportation has directed Kis~nge~
~am?c and Associates to express the Depa~~ment's policies to post weight restric~ions
betNeen the In'lentory and Operating Ratings. The local government may elect to post a
structure at the Inve~tory level, the Operating level, or at any level between. Based ~n
the current load analysis, the structure should be posted for the SU and C type vehicles.
The structure is currently posted either below or at the Operating Ratings for the SU and
C type vehicles.
ELEMENT
NUMBERS
G1.01 Deck {Top}
Repair the spalled areas along the centerline. Clean and seal all Class 3 or-larger
cracks in the concrete wearing surface. Suggest applying a concrete sealant to the
entire deck top.
G1.02 Deck {Underside}
No corrective action is required at this time.
G1 03 Expansion Joints
Thoroughly clean then seal the expansion joints over each end bent.
G1.05 Drainage
Repair the low area in the deck top of Span 1 along the south curbline to prevent
water from ponding.
G1.06 Curbs
Clean and seal the Class 5 crack in the south curb over Bent 3.
G1.07 Bridgerail
Upgrade the bridgerails to conform with current AASHTO guidelines.
G2.02 Beams
Clean and seal the diagonal cracks in Beam 1-4 and Beam 3-5 over the end bents.
Repair the spalls with exposed steel on Beam 1-5 and Beam 2-3.
G3.01 Piling
Repair the cracking in Pile,2-3 at the cap.
83.04 Intermediate Caps {Bent}
Repair all spalls, delaminated areas, and Class 3 or larger cracks in Bent 2 and
Bent 3 caps.
PAGE 16 OF 22
Kisinger Campo and Associates, Corp.
Bridge Inspection Report
Bridge No. 935306
Inspection Date 11/15/95
D. R E COM MEN D E D COR R E C T I V E
ACT ION
ELEMENT
NUMBERS
G3.06 End Bents
Repair the Class 3 horizontal crack and delaminated area in End Bent 1 cap. Clean
and seal all Class 3 or larger cracks in the concrete sheet pile back walls at each
end bent.
G4.01 Approach Slabs
Clean and seal
the west slab.
bridge deck.
all cracks and joints in each approach slab. Patch the core holes in
Repair the delaminated area along the edge of the east slab at the
G4.02 Retaining Walls/Shoulders
Install tie backs for the southwest, northwest, and northeast retaining walls to
prevent outward movement. Seal the retaining wall joints above and below the
waterline where they meet the end bent back walls. Repair the undermined portion of
the northwest retaining wall. Stabilize the approach slope material at the ends of
the retaining walls. Suggest installing curbs along the southwest, northwest, and
northeast shoulders to redirect storm water run-off away from the structure.
G4.04 Guardrail
Install a guardrail system using FDOT Standard Index #400 and #401 guidelines.
GS.04 Degradation/Aggradation
No corrective action is required.
G6.02 Signs
Properly post advance weight restriction warning signs in accordance with FDOT
Standard Index 17357 guidelines.
G6.03 Striping
Apply reflective roadway striping.
G6.04 Reflectors
Install pole mounted hazard markers at the southeast and northeast corners of the
structure.
PAGE170F22
--
Kisinger Campo and Associates, Corp.
Bridge Inspection Report
Bridge No. 935306
Inspection Date 11/15/95
F.
FIE L D
PRE PAR A T ION
1. Tools and Equipment
Normal Bridge Inspection Tools
Boat
2. Services
N/A
3. Scheduling
Daytime Hours
4. Site Conditions
Traffic - Estimated A.D.T. 101 Estimated \ of Truck Traffic 10\.
Stream Flow, Generally - South, (Current - Light)
Vegetation Conditions - Shoulder and slopes light
Waterway light.
Embankment Conditions - slopes are okay, retaining walls are rotating outward
Boat Launching Site - at structure
Site Accessibility - Typical
5. Traffic Control Requirements
N/A
6. Underwater Inspection Requirements
Type of Water: Fresh
Polluted Waters: Unknown
Currents: Light
Depth Range: up to 2.5m
Type of Dive: Swim
7. Special Access Requirements
N/A
8.
Manhours
Travel to and from site -2- hours x -2- people
Inspection hours -2- hours x -2- people
----L .
----L .
PAGE 18 OF 22
~--
Kisinger Campo and Associates, Corp.
Bridge Inspection Report
Bridge No. 935306
Inspection Date 11/15/95
H.
S C 0 U R
E V A L U A T ION
The following are groundline measurements referenced to the top of the bridgerail.
These measurements have been provided to compare and monitor scour or buildup. Refer to
sketches and photos on pages 20 through 22.
LEFT SIDE RIGHT SIDE
*30m *30m
11/89 10/93 11/95 CHANGE 11/95 11/89 10/93 11/95 CHANGE 11/95
End Bent 1 3.7 3.7 3.7 0 3.7 4.2 3.7 3.9 +.2 4.4
Bent 2 5.1 5.2 5.3 +.1 4.3 6.0 5.8 5.8 0 7.3
Centerline - - - - 5.4 - - 4.6 - - -- 5.6 - - 7.5
channel .
Bent 3 5.2 5.2 5.2 0 4.9 5.2 5.3 5.4 +.1; 7.4
End Bent 4 3.7 3.7 3.7 0 3.9 4.1 3.7 3.7 0 6.1
Waterline - - - - 3.3 - - - - 3.3
No previous offset measurements were taken.
* = Distance of offset measurements taken from edge of structure in line with the bents.
All measurements were taken in meters.
+ An increase (degradation) from previous measurements.
A decrease (aggradation) from previous measurements.
PAGE 19 OF 22
~.-
935306LT
.. ~kc .'8=' KISINGER CAMPO & ASSOCIATES
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OVERLAPPING LINES INDICA TE LITTLE OR NO CHANGE
VERTICAL SCALE: 10mm = 2m HORIZONTAL SCALE: N. rs.
.. MEASURED FROM mGE OF STRUCTURE, IN LINE 'N1TH THE BENTS
Pa~e 20 of 22
N
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BRIDGE NO. 935306
INSP. DATE: 11/15/95
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935306RT
Kef ,8=1 KISINGER CAMPO & ASSOCIATES
CHANNEL PROFILE
BRIDGE NO. 935306
INSP. DATE: 11/15/95
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OVERLAPPING LINES INDICA TE LITTLE OR NO CHANGE
VERTICAL SCALE: 10mm = 2m HORIZONTAL SCALE: N. T.S.
'* MEASURED FROM EDGE OF STRUCTURE, IN LINE WITH THE BENTS
kasinger Campo and Associates, Corp.
Bridge Inspection Report
Bridge No.
Inspection
.:~~o'.-
I~
q~S~"
Roll 2060, /t1S
South Waterway
:c\......___--\---~I . ..-.-,
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Roll 2060, /116
North Waterway
.
STAT!! 0' ~\.OA'OA OfI'AAT"l!HT Of' TRA..SI'OIlTAnOH
'1: LOAD CAPACITY INFORMATION
,: ~RI~UMBER:
c;3cs,3p6
2) INVENTORY R.A TlNG:
FORM (HS 20) LOADING #-
OTHER ( ) LOADING
4) GOVERNING SPAN DATA:
A) METHOD OF ANALYSIS:
J( t Fa
'. WSD'
B) .AN AL YSIS SYSTEM:
=lARS
_----=:= '-...J' = =.~...1
-7--'"
_ D) ME.'A8E.~ .AN.ALYZED:
lAC R.ATING SUMMARY TABLE:
DATE:
I'OIlN 15_'_.
IlEI'UC!S 57',,1'
lotAINT"fHAHCE
os,,,
/2 /.,?j /fl)
'/' /
3) POSTING DATA:
POSTED '1.-.;.' IF YES. EXISTING RESTRICTIONS f!S' I
POSTING NE:OED (r"J . IF YES. SEE TABLE BELOW.
DATE SIGNS ERECTED
C) CONTROLLING FACTORS:
SPAN NO.
SPAN L TH.
DES. '1::-1.
DISTR. F. . DISTR. F. METHOD
.--...:-." I..........l.~
-,_Ii ..4_.....,;'__ ____
} -' r- ....~
_-...1 C.
SUPERSTRUCTURE
PRESTRESSED CONCRETE SECT.
j,As,-r7'O GIRDE?S
'JeN-sT ANQARD seCT.
=lUL5- T
~lNGl=..T
nOUBLE-T
'-!CLL.OW VOID SL.~a
~CLlO SLAB
~RECASTSEGMENTALSOX
~(;SIIENSIONEO
:=\/CONC. SECT.
--:i:=.-C.I.? SLAB
:::lR~CAST SLAg
=lOX CULVErlT
_C.I.? BOX
<;T==L SeCT.
1-3CAM
oLA TE GIR.
QOX
COMPOSITE
lOAD RATING SUMMARY FOR OPERATING RATING (Gross Tons)
~ I S? 'N'IC.
~ ! I '- -;"H. :lAG. :0 3AG
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SUBSTRUCTURE
::l:NT CONSTrI.
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CAp'
NOTES:
il A
is ~
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1. FOR ::ACH S?~N
ANAL YZED. =NT=.~
SPAN NUMBErI ANC
BEARING TO
BEARING LENGTH
IN SPACES
PROVIDED.
2. FOR LOAD RATINGS
CALCULATED BY
- WORK!NG STRESS
DESIGN, PLACE
ASTERISK (") TO
RIGHT OF RATiNG.
3. WHEN SHEAR
OR MOMENI
DETERMINES LOAD
RA TING. MARK
APPROPR1A T=
COLUMN.
~ ~1~ ~
T II!.. T
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~~7"=
KCA BHIS REPORT
1 BRIDGE INFORMATION IN THE BMIS FILE FOR 422 ITEHS
o A1(S) BRIDGENO = < 935306 > A6A(6) (FEATINTR)= < E-4 CANAL
A7(7) (FACILCAR)= < SW 23 AVE (OLD) > A9(LOCBRNAH)= < SW
}UCORO . 1} A12(9) (BRDGLOCA)= < ADJ S OF .GOLF RO I W 1-95
IDENTIFICATION B14A(BEARTYP3)= N B37A
B14B(TOTRKRaR)= 0 B378
B15A(BEARTYP4)= N B37C
B15B(TOTROLPD)= 0 B3HA
'1,""', rYPABUTII) = A 33?~
o
A2 (2) (DISTRICT)=
A3(J) (F:?S~~TY)=
""' I. \ :: : ?.= :... : :Y j =
,':.:.:. - ".:;~:.:-,::.-'{)=
.'.S3 (5) \ :!1-,",:-', ?:::F) = _
ASC(5) (HWYDESIG)=
ASD(5) (r~R~E~O)=
A5E(S) (HWYD!REC)=
A8 (PRlRBRDG) =
.'1.10.'1. (SEC'r.1HBR)=
klOR (S~~SECT)=
A,- 1 (SECT'..;lIDR) =
A13(11) (~I~P0:NT)=
A14 (16) (!.AT )=
.'1.15 (1 "7) (LONG ) =
A16A(98) (STATENO )=
A15B(98) (PERCRESP)=
.'1.18 (PROJ~OOE)=
4
039
~"7~75
o
00000
o
000000
000
OOC'
000
o
26 30.5
80 4.8
000
o
STRUCTURE TYPE AND HATERIAL
BRIDGE CHARACTERISTIC INV
lA(43) (TYPHATL)=
1B(43) (TYPCONST)=
BlC (TOTPRCBH)=
B2A(44) (TYPHATAP)=
B2B(44) (TYPAPCON)=
B2C (TOTSTLBH)=
B3(45) (NOBRSPAN) =
B4 (TOTNOSPN)=
B5(46) (NOAPSPAN)=
B6A(108) (TYVWEASF) =
B68(108) (TYPMEHBR)=
B6C(108) (OECKPROT)=
B6D (TOTWEAR )=
87 (SURFTHCK)=
88A(107) (OECKSYS )=
888 (TOTCONDK) =
88C (OEFCONDK) =
89A (OECKSYS2)=
B9B (TOTMETOK)=
89C (DEFHETOK)=
B10A (EXPJOINT)=
BlOB (TOTARMJN) =
BI1A (EXPJOIN2)=
8118 (TOTWPFJN)=
812A (BEARTYPE)=
8128 (TOTBERPD)=
813A (BEARTYP2)=
B13B (TOTSLP8R)=
PAGE 1 OF 3
1
02
15
o
00
o
3
3
o
1
o
o
o
o
L
1543
o
9
o
o
H
100
N
o
N
o
N
o
2...::~I:'."rFCi~nft,'= C
815C\7CTPRCPL)= 5
B17A(TYPABUTF)=
B17BITYPFOUNF)=
B17C(TOTRECPL)=
B18A(PIERHAIL)=
B18B(PIERCOIF)=
B18C(TOTr.MPPL)=
B18D(PIERFOHl)=
B18E(TOTSTLPL)=
B19A(PIERHA2L)=
8198(PIERC02F)=
B19C(TOTTBRPL)=
B190(PIERF02N)=
819E(TOTPIERS)=
B20A(PlEilMA3L)=
B20B(PIERC03F)=
B20C(TOTPRBN3)=
B200(PIERF03N)=
B20E(TOTFOUN3)=
821 (TOTTBRCP)=
822 (TOTSTLCP)=
B23 (TOTCONCP)=
B24 (TOTTBRCB)=
825 (TOTSTLCB)=
826A(BRGRAIL1)=
8268 (TOTCONHR)=
827A(BRGRAIL2)=
B27B(TOTHETHR)=
B28A(SLOPR01 )=
B2SB(TOTABPIU)=
B29A(SLOPR02 )=
B29B(TOTABPRl)=
B30A(PIRPROl )=
B30B(TOTPIPIU)=
831A(PIRPR02 )=
B318(TOTPIPRl)=
832A(FENSYS1 )=
8328(FENWALL )=
832C(TOTFEN01)=
833A(FENSYS2 )=
B338(FENWAL2 )=
B33C(TOTFEN02)=
B34A(FISHWALK)=
B34B(TOTFSHWK)=
B35 (HOVEHACH)=
B36 (ENVRZONE)=
,;-.:e .:
r,J3~
A
o
5
C
C
2
o
10
N
N
o
N
o
N
N
o
N
o
o
o
4
o
o
A
122
N
o
K
420
N
o
N
o
N
o
N
N
o
N
N
o
N
o
N
2
8398
BJ9C
B40A
8408
840C
B.IIA
Bl18
842A
8428
843
27DEC95:19:03
> A6B(6) (FEAINCPcr)= <
23RO AVE I E-4 CANAL >
> A17(99) (BDRBRGNO).. < >
(CORPR01 )= N 012(53) (VERTCLER)= 99 99
(PROSTRl l= N 013A(54) (VERU~CLD)= N
(TOTCOPRl)= 0 0138(54) (VERUNCLR)= 0 0
(CORPR02 ) = N D1H, (~5) (LATRC~) = tJ
,?RC.S:,,-" )= N ::;:lEj(:;5) (LAT~'::::.:'l.)= :;g
(:(rC;~~i= ) ~,-3(55i (~:~=~~)=
(?A1'S"iSl ) = N Ol~A (CULV7YPE) = ~1
(PANCOHl )= N 0168 (NBRBAREL)= 0
(TOTPANSTl= 0 016C (SIZBAREL)= ()
(PANSYS2 )= N 0160 (LNGBAREL)= 0
(PANCOH2 )= N 017A (CULVEXTD)=
(TOT;:AlJAL)= Q 017B (Cl1LVINOX)= 00000
( ?"'IID,.\", E ) =
(?AlJeAr2 )=
(FRACRIH )= N
(FRACRCON)= N
(ELECREQC)= 2
kGE ;..tID Si:RVICE
Cl(19) (8YPASSLN)=
C2(27) (YRBUILT)=
C3A(2S) (LANESON )=
C38(28) (LANEUNOR)=
C4 (29) (AVGAOT ) =
C5(109) (AVGOATRK)=
C6(30) (CALYRAOT)=
C7A(42) (SERVOVER)=
C78(42) (SERVUNDR)=
C8 (106) (YRRECtlST) =
C9A1 (UTILTYP1) =
C9A2 (UTILNBRl)=
C981 (UTILTYP2) =
C982 (UTILNBR2) =
C9Cl (UTILTYP3)=
C9C2 (UTILNBRJ)=
C9D1 (UTILTYP4)=
C9D2 (UTILNBR4)=
GEOMETRIC OkTA
01 (10) (RTVERCLR) =
02(32) (ROWIDTH)=
03 (33) (8RMEOTYP) =
D4(34) (SKEW )=
05(35) (BRFLARED)=
06(47) (HORIZCL)=
07(48) (HAXSPANL)=
08(49) (STRLGTH)=
09A(50) (SIOEWLKL)=
09B(50) (SlDEWLKR)=
010(51) (8RWOTHCC)=
D11 (52) (DECKWDTH) =
99
1952
2
o
101
10
95
1
5
0000
C
1
E
3
N
o
N
o
99
23
o
o
N
22.1
20
61
o
o
22.1
25.3
>
tIA'/IGAT:Oll AND HYDRAULIC
El(38)
E2(39)
E3(40)
E4 (111)
E5 (116)
E6
E7
(NAVCNTRL) == 0
(NAVERTCL) = 0
(NAVHZ~CL)== 0
(PIERPROT)= 1
(HINVERT ) = 0
(NAVAIOS ) = 0
(STREHPLN)= 1
CLASSIFICATION
Fl(20) (TOLLFACL)== 3
F2 (21) (HAINRESP)= 02
F3(22) (8RDGOWNR)= 02
F4(26) (FC1990 )= 19
F5(37) (HISTSIG)= 5
F6(100) (DEFHGWY)= 0
F7A(101) (PARSTRlO)= N
F7B (101) (PBRDGSEQ) =
F8(102) (OIRTRAFF)= 2
F9(103) (TEHPSTRC)= N
F10(104) (HGWYSYS )== 0
F11 (110) (NATNETWK)= 0
F12(112) (MINBRLTH)= Y
99
;-/
.~, /7
/!-L.f-'Jr
.../
KCA BHIS REPORT
1 ~DGE INFORMATION IN THE BHIS FILE FOR 422 ITEMS 27DEC95:19:03
o A1(S) BRIDGENO = < 935306 > A6A(6) (FEATIN'1'R)= < E-4 CANAL > A6B(6) (FEAUICRI)= < . >
A7(7) (FACILCAR)= < SW 23 AVE (OLD) > A9(LOCBRNAH)" < SW 23RD AVE I E-4 CANAL >
]RECOJU) I 1.) AJ.2 (9) (BllDGLOCA)- < AOJ S OF GOLF RD I W I-95 > AJ. 7 (99) (BDRBRGNO) = < >
o DECK G5. 04 (DEGAGGR ).. 7 GS. 19 (WEDGCENT) = N SUPERSTRU~
35. 05 (~IGHNT ) = '3 G(J . 20 (CElfTBEAR) = ~I HOV:-BLE S?A1-IS
G1.00(58) (DECKSURF)= 5 G5.06 (FLOW )= 8 G8.21 (BALWHLTR)= N
G1.n (DECKTOP )= 5 ~8.22 (SHE".TDi<.l'M)=:; '~l~ (':HLALIG )= ~I
~.. (DEC1<t.TtfDR)= ~l ~~GnTrt;f; S'{S:-=:HS JO 2J (W:~RCt;:)~ j....~ r5H';:-;:.G:::~)= ~l
J...~.... (!:)E::~Jtl!)~ Gr:._, (3;-':'.l;GUIu)=~' J....:. 1:~C~.3E:AM)=:4
-_."; (DEOIS-nIT\= ~I G5.01 (LIGT5Y';;)= tl G8.25 (BALCHAH1)= N Gl~ ~J (HAH1GIRR)= N
G1.05 (DRNGSYS )= 6 G6.02 (SIGNS )= 3 G8.26 (HOVTRAFF)= N G12.04 (SWAYBRAC)= N
G1.06 (CRBHEDSW)= 7 G6.03 (STRI~G )= 1 G8.27 (TAILSTOP)= N G12.05 (LATRBRAC)= N
Gl.07 (HNRBARPR)= 6 G6.04 (REFLCTR )= 2 G12.06 (SPUPRCHR)= N
G6.05 (UTlLATT )= 3 MOVABLE BRIDGE G12.07 (SPLWRCHR)= N
SU:?ERSTRUCTURE G5.05 (FSHWALK )= H ELECTRICAl.. COHDITIO!I G12.0e (5PAl'rIER:')= H
G5.07 (ATEHATR )= H G12 03 (5;>Al'IPORT)= N
G2.00(59) (SUPSTRL'C)= 5 G6.08 (TRAFCOH )= H G900 (MOVELEC)= tl G12 1: (HISCHEKB)= N
G2.01 (BEARNGS )= N G6.09 (DECKCLN )= 3 G9.01 (ELECHOTR)= N G12.11 (COUNTRWT)= N
G2.02 (BEHSTRGR)= 6 G6.10 (SUPRCLN )= 4 G9.02 (LOCELHTR)= N
G2.03 (FLRBEHS )= N G6.11 (SUBSCLN )= 4 G9.03 (HTRCONT)= N SLo5TRUCTURE
G2.04 (MAINGRD )= N G6.12 (FNCGLAR )= N G9.04 (TRANSFRH)= N HOVk8LE SPA1-I
G2 . OS (DIASWAB ) = 7 G9 . 05 (CIRBRFUS) = H
G2.06 (LATBRAC )= N CULVERT G9.06 (ELECWlRE)= N G13.00 (CULRDBR)= N
G2.07 (UPRCHRD )= N G9.07 (SUBCABLE)= N G13.01 (SPPILNSH)= N
G2.08 (LWRCHRD )= N G7.00(62) (CULVERT )= N G9.08 (CONJUNBX)= N G13.02 (SPFTGCAS)= N
G2.09 (VERTICL )= N G7.01 (DECSLAB )= N G9.09 (GENTRNSW)= N G13.03 (SPA1-ICAPS)= N
G2.10 (DIAGONL )= N G7.02 (DECUNOR )= N G9.10 (CONRELAY)= N G13.04 (SPCOLPIR)= N
~2.11 (PORTALS )= N G7.03 (SIDEWAL )= N G9.11 (PRLOGCON)= N
G7.04 (HEADWAL )= N G9.12 (CONCONSL)= N PAINT SYSTEM
SUBSTRUCTURE G7.05 (WINGWAL )= N G9.13 (LIHTSWIT)= N
G7.06 (FLRSLAB )= N G9.14 (SELRESEN)= N G14.00 (STRPANT )= N
G3.00(60) (SUBSTRUC)= 6 G7.07 (CULGRDR )= N G9.15 (GENLIGHT)= N G14.01 (DECKPANT)= N
G3.01 (PILNSHF )= 6 G9.16 (TRAFSIGL)= N G14.02 (SUPRPANT)= N
G3.02 (FTNGCAS )= N MOVABLE BRIDGE G9.17 (TRAFGATE)= N G14.03 (BEAHPANT)= N
G3.03 (COLWALP ) = N MECHANICAL CONDITION G9. 18 (TRAFBARR) =}1 G14 .04 (FLBMPA1-IT) = N
G3.04 (INTRCAP )= 5 G9.19 (NAVLIGHT)= N G14.05 (MNGRPANT)= N
G3.05 (BRSTWBW )= N G8.00 (MOVBROH )= N G9.20A (EHDRHTR )= N G14.06 (DIPHPANT)= N
G3.06 (ABUTEND )= 6 G8.01 (OPENGEAR)= N G9.20B (GEARROCR)= N G14.07 (LABRPANT)= N
G3.07 (SLOPROT )= N G8.02 (RACKPIN )= N G9.20C (CLUTDISC)= N G14.08 (UPCHPANT)= N
G8.03 (SPEDBHPS)= N G10.01 (ACESLADR)= N G14.09 (LWCHPANT)= N
APPROACH ROADWAY G8.04 (HOVBEARN)= N G10.02 (TNDRFACL)= N G14.10 (VERTPANT)= N
G8.05 (HOVCOUPL)= N G10.03 (SANWATR )= N G14.11 (DIAGPANT)= N
G4.00 (APPROwY )= 5 G8.06 (MOVSRAFT)= N G14.12 (PORTPANT)='N
G4.01 (APRSLAB )= 6 G8.07 (HOVTRUNS)= N DECK HOVABLE SPA1-I G14.13 (BEARPANT)= N
G4.02 (RETWAPR )= 5 G8.08 (MACHSUPP)= N G14.14 (SUBSPANT)= N
G4.03 (RDBRDTR )= N G8.09 (SPANBRAK)= N Gl1.00 (SPANDECK)= N G14.15 (EQIPPANT)= N
G4.04 (GRDRAIL )= N G8.10 (SPANLOCK)= N G11.01 (SPANJONT)= N
G4.05 (CULALIG )= 7 G8.11 (EHERDRIV)= N G11.02 (SPANDRAN)= N
G8.12 (SHOESTRK)= N G11.03 (SPANCRHS)= N
CHANNEL AND CHANNEL PROT G8.13 (CURSTRTR)= N G11.04 (SPANHRBR)= N
G8.14 (HYDPWRUN)= N
G5.00(61) (CHNLPROT)= 7 G8.15 (HYDPIPNG)= N
G5.01 (FENDSYS )= N G8.16 (HYDCYLHT)= N
G5.02 (NAVLGTS )= N G8.17 (BUFCYLST)= N
G5.03 (EHBSLPB )= 7 G8.18 (HOPKFRAH)= N
OPAGE 2 OF 3
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KCA BHIS REPORT
1 BRIDGE INFORMATION IN THE BHIS FILE FOR 422 ITEMS 27DEC95:19:03
o A1(8) B~DGENO = < 935306 > A6A(6) (FEATINTR)= < E-4 CANAL > A6B(6) (FEAIN~)= < >
A7 (7) (FACILCAR) = < SW 23 AVE (OLD) > A9 (LOCmlNAH) = < SW 23RD AVE / E-4 CANAL >
]RBCORD I 1) 1012(9) (BRDGLOCA)- < ADJ S OF GOLF RD I W 1-95 > 1017(99) (BDRBRGNO)= < >
OLOAD RATING AND POSTING PROPOSED IMPROVEMENTS COMMENTS
OH1 (GOVSPLGT)= 20 J1A(75) (WORKTYPE)= 00 L1 (COHHENT1)=
H2A (LOADISTB)= 1.091 JIB(75) (WRKDONBY)= 0 L2 (COHHENT2)=
H2B (HETHCALC)= 1 J2(76) (LENGIHPT)= 0
H3 (IHPFACTR)= 30 J3(94) (BRIHPCST)= 0
H~A (SIUTRK2 ) = 5 J4 (95) (RDIHPCST) = 0 MISC DATA
H4B (SINTRK3 )= 6 J5(96) (TOIMPCST)= 0
H4C (SINTRK4 )= 5 J6(97) (YRIHPEST)= EFFECTIVE UPDATE (EFECDATE)= 1994/10/24
H4D (COHTRK3 )= 8 J7(114) (FUTURADT)= 87 BHI STATUS (BHISTAT )= A
H4E (COKTRK4 )= 6 J8(115) (YRFUTADT)= 12 BHI STATUS DATE (BHISTADT)= 1989/12/28
H4F (COKTRK5 )= 7 J9A (REPAIRYR)= B~DGE DELETE (BRDGDLET)= N
H4G (COKTRKTR)= 0 J9B (REPAIRPR)= BRIDGE DELETE DATE (BRDLETDT)= / /
HSA (SINTRKWT) = 5 J9C (REHABYR ) = SUFFICIENT RATING (SUFFRATG) = 29.4
HSB (COKTRKWT) = 6 J9D (REHABPR ) = SUFFICIENT RATING FLAG (SUFFESTF) =
HSC (COKTRHT )= 0 J9E (REPLACYR)= STATUS = FUNCTIONALLY OBSOLETE
H6A (SPEDRESN)= N J9F (REPLACPR)=
H6B (SPEDLIKT)= 99 JI0A (REHABCNC)= 0
H7(31) (DESNLOAD)= 6 JI0B (REHABSTC)=
H8(41) (STROPER )= P JI0C (REPLCCNC)= 0
H9A(64) (TYPELOAD)= 2 J10D (REPLCSTC)=
H9B(64) (WEIGHT )= 7
H10A(66) (TYPLODIN)= 2 INSPECTION
H10B(66) (INVWEGHT)= 4
~11(70) (BRDGPOST)= 0 Kl(90) (BRINSPDT)= 95/11
K2 (91) (INSPFREQ)= 12
APPRAISAL K3A(92) (FRAC~T)= N
K3B(92) (UNORHATR)= Y24
I1A(36) (BRGRAILG)= 0 K3C(92) (OTHRSPEC)= Y12
I1B(36) (TRANSITN)= 0 K4A(93) (FRA~DT)= /
11C(36) (APPGRDRL)= 0 K4B(93) (UNORHADT)= 95/11
110 (36) (APPGREND) = 0 K4C (93) (OTHRSPDT) = 95/11
12(67) (STRUAPPR)= 3 K5A (INSPTIHE)= 0
13(68) (DECKGEOH)= 4 K5B (DIVEOPER)= C
14 (69) (VERHORCL)" N K5C (TRCONREQ) = 2
15(71) (WTRYADEQ)= 8 K5D (SNOOPER )= N
16(72) (APPRDALN) = B K6A (SPECEQ1 ) = N
17(113) (S~TL)= 6 K6B (SPECEQ2 )= N
K7A (INSPZONE)=
K7B (INSPTEAH) =
KBA (TRAVTIHE)= 4
KBB (FELDTIHE)= 4
K8C (DIVETIHE)= 1
K8D (OFICTIHE)= 8
K9 (WATRQUAL) = 0
K10 (HAXDEPTH)= 8
K11 (BOTOHCON)= 2
PAGE 3 OF 3