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Home My WebLink AboutDocumentation_Regular_Tab 07_06/08/2006 VII.I,AGE OF TE�?iJES'TA MEE'TING AGE1�illA I�OIT'�I1�dG SII�ET' 1l�1EET�TG D,A,TE: June 8, 2006 REQUESTED ACTION: Change Order to Cone & Graham bridge repairs. 12ESOL,UTION OR OR.DINANCE NUMBER: ��;� ;°� E. , �,� �; j. � �' `, �f.:��° ORIGINATING DEPAIZTMENT: Public Works De�artment ,,% _ l�� `�' DEPARTMENT HEAD APPROVAL '� � G r=- - �r � /< "%` �-`'" � FtTNDII�G SC�URCEe 2005/2006. L��7DGET ACCOITNT NYJ1dIBEit: 301-337-653.605 CiJRRENT BUDGETED AMOUI�T AVAILABLE: f �� ? AI�IOUNT OF THIS I'I'�M: $56,669000 BUDGETED: No BUD�E'I' TRANS�'ER REQiJIRED: Yes APPROI'RIATE FIJNI) BALANCE: Yes SUMMARY: see memorandum , Piggy�ack CUntract Name anc� numbei°: O�• C�rnpetitive Bid foi° anythulg ovei° $10,000-Attacli 3 B�ds Al'PRO�1�I,S: ' � ; _ -- � --- F�NAIVCE DIRECTOR�, �_ ��- VILLAGE MANAGER � - � sy`� W VILI,AU�; AT'I'ORl�EY (if Needed) 1'es I�Io � _ < :� ( .. ! --_______ ' INTB1tOFFZCE MEMORANDUM T4: VII.I,AGE MA1riAGER `. FROM: R GARLO, ASSTSTANT MANAGER " 5UBJECT: TEQUES'TA DRPVE BRIDGE DATE: 5/31/06 � j CC: VII I,AGE MAYOR AND COUNCIL � �'�T (�orida Depart�nent of Transportarion) completed a Post Rehabilitation Inspection : Report dated March 8, 2006, following the recent repairs to the Tequesta Drive Br�dge. This report has beeii attached for your review. Page twentp-one (21) of FDOT"s report lists their recommended . repairs following the post rehabilitation inspecticm. Both the Village Manager ar�ci I met with FpOT officials on several occasions to discuss the report anci the esisring conditicm of the bridge. As pou know, the completed slab replacements ; addressed the immediate deficiencies in the bricige. At this poin� FDOT officials and KCA ; eng�ieers rec�uested that the Village immediately address two areas of concem ; i 1• The removal of al1 deiaminated (unsound} cancrete from the entire underside of the � bridge. 'This is pximarily for marine and boating safery. 2• To address all exposed cables and reinforcing steel bp removing e�is�g rust and corrosiveness, and coating the areas with some reta.rding/protective compaund. This will retard further darnage and insure the £tve�qear tirr�e period requested. Based on the FDOT inspection report and the information provided in subsequent meetings, Cone & G Inc. has provided a proposal to complete the �equested repairs. This proposal, at a cost of �4 , 9.00, has been attached Note that Cone & Gzahatn, Inc. erformed the re' bz�dge repatrs and slab replacemesrts. Subsequendy, this proposal is to serve as a change order to � their exisrita,g contract with the Village_ Both the FDOT inspcction report and the proposal from Cone St Graharn �,ve,t.e t�ransmitted to Br�an Rheaul� P.E. of $ridge Design Associates, Inc. Mr. Rheault engineered the repairs aZreacly affected to the bridge: Mr. Rheault was asked to review the FDOT inspection repart and the proposed scope of work from Gone & Graham. In an attached correspondence, Mr. Rheault recommended that the repa.irs include the removal of all loose and delaminated concrete, and not be limited to just span #2 and #4. This was relayed to Cone & Graham, Inc. and their proposed scope of work was revised to include the xecommendation by Bridge Design Associates. S� � (��c'�� ti RESOLUTION NO -OS/06 0 , . A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, PALM BEACH COUN'T'Y, FLOR.IDA, AWARDI1�iG A CHANGE ORDER TO CONE & GRAHAM INC•� OF WEST �PALM BEACH, FL�RIDA, IN THE AMOU�T OF $56,669.Q4, FOR THE ADDITIaNAL REPALRS TO THE TEQUESmA DRI�IE BRIDGE, AND APPROPRIATING ADDITIONAL FUND BALEINCE QF $56,669.00 FROM THE GENERAL FLIN� #001, AND AUTHORIZ�NG THE TRANSFER Q� THESE FUNDS TO THE CAPITAL iMP TO �N�T F� #3U1, ACCOLINT # 301�33�'-653.605, ADDITIONAL COST OF THE TEQiJESTt� DRIVE BRIDGE REPAIRS AND AUTHORIZII�TE CHANGE ORDER ON EXECUTE THE APPLICAB OF THE VI�,LAGE. WHEEREAS, the FDOT (Florida Department of Transportation} conducted a Post Rehabilitation Inspection of the Tequ�sta Drive Bridge; WHEREAS, the FDOT has requested certain immediate, additional rep�irs to the bridge based on that inspecti<m; ' . yJHEREAS, Cone & Graham, Tnc• 1�ave reviewed the report and proposed to complete the necessarY repairs as a change order to their original repairs in the amount of $56,669.00; WHEREAS, the Village's bridge engineets have reviewed the FDOT' report and the proposed scope of repairs ant� approve of same; NOW, THEREFORE, be it resolved by the Village Council of the Village of Tequesta, palm geach County, FIorida, as follows: Section 1. Consideration to award a change order to Cane &�Graham, Inc•, o� W�t palm Beach, Florida, in the amount af $56,669.00, for the additional repairs to the Tequesta Drive $ridge, attached he�'eto as Exhibit "A", and incorporated by reference as a part of this resolution is heret�y approved and th� Village Manager of the Village of Tequesta is authorized to execute the same on behalf of the Village. Section 2: 'fhe appropriation of additional fund balance of $ d#001 o th� Cap tal I p o v # and authorizing th� transfer of such amount from General �un Fund #301, account # 301-337-�i53.605, to fiind the additional cost af the Tequesta Drive Bridge Repairs is hereby approved. THE FOREGOING RESOLUTION was offered by Councilmembe�' , who moved its adoption. The Resolution was seconded by Cauncilmernber . , and upon being put ta a vote, the vote was as follows: � FOR ADO�'TION AGAINST AD�3PTION The Mayor theceupon declared the Resolution duly passed and adopted this " day of � � � A.D., 2006. Mayor Jim Humpage ' ATTEST: Village Clerk Gwen Carlisle - - �� N CONE 15� GRAHANM� fNC. � H�►v�r Corvs�uc�noN P. 0. BOX 310167 �� EAST COAST DIVISION 5201 CONE ROAQ TAMPA, FLORIDA 33680 1767 HILL AVENUE TAMPA, FLORID/k 33610 t813} 623-2856 WEST PALM $EACH, FL. 33401 FAX ($13j 620-1642 561-842-3196 (PHONE) �� 561-842-3197 (FAX) RC/rc PRQPOSAL SUBMITTED TO PxorrE nATE VILkA�EOFTEQUESTA (561} 575-6201 t�ay 3�, 2006 Attn Bob Garlo F �' t561 575-6245 STREET JOB NAME . TEQUESTA DRIVk; EMERGENCY $RIDGE REPAIR TEQUESTA COUNTRY CLUB $RIDGE CITY, STATE AIdD ZIP CODE JOB LOCATIdN VILLAGE OF TEQUESTA, Fl. 33469 TEQUESTA ' ARCHITECT/ENGINEER DRAWING NO,/NAME DATE OF PLANS BRIDGE DESZGN ASSOCIATE N �A Cone & Graham, Inc. (C&G) propose� the fo7.lowing: 1. In spans 2 and 4 remove all loose concrete from the underside of the deck units. Clean all rust from rebar and strand. Paint an epoxy material over All spalled areas. 2. On tihe east end bent remove the spalled concrete from the 5outheast corner of the bridge, clean aIl zebar and paint an epoxy materia� over the spall�d areas. � 3. Make a11 othe� repairs referenced in Bridge design associates letter dated May 8, 2006 to the Villaqe of Tequesta. Exclusions: Notes: Fiftv SS.x Thousand Six Hundred S�.xtv Nine ---- 00/100 aoliars {556, 669.00) . Aecep�Ced by: . By: CONE & GRAHI�M, INC. (Firm Name) SIGNATURE SIGNATURE . RandV Cropp, East Coast Division By: Note: Tn;s�,�n� ��wn��na�a Tit1e : wiWin - 30 - days. Date: ACCEPTANCE OF PROP�SAL _x,,e�,��d�»d�„8�,�f�ry��h��. You��,��do�,��. 71�e abowe quotetion iv subjax to ell tums and conditiona oFboth sides hcw� end becomes a conbaet when acceptunce is signed by an authoriud agent of each party. Payment wilt be made as outivwd in t1u Tams and Conditions of Contract on the revase side of this propossl. .. - over - ,. -- , 10:08:52 a.m. 05-OB-2006 d t H 501 086 3664 BRIOGE DESIGN ASSO BRfDGE DESIGN ASS�C�ATES, iNG. - ^'CONSULTING ENGtINE�RS ' � _�: .__.. . , . _� . BWAN C- RHEAUL� Y.B. ptrsident May 8, 2006 . � Village of Tequesta . 357 Tequesta Drive Teque�ta, FL 33469 � ATTENTiON: Mr. Bab Garlow REGARD{NG: Bridge Repair - Tequesta Country Club PROJECT NO.: Ofi-517 — Bridge Design Associates, Inc. Qear Bob: r � We have reviewed both the Florida Department of Transportation rec4mmended repairs dated March 8, 2006 and the Propasal irorn Cane & Graham. Cone 8� Graham's Proposal only inclUdes spans #2 and #�4 and the east end bent. Far safety of boaters, we recommend that all loose and delaminated concrete ae removed from al{ of the spans and pile bents. !� you have any questions, please give me call. Respectfuily, • BRIDGE DESIGN ASSOCIATES, IPIC. . _ 8rian C. Rheault, P.E., 38797 BGR:pmh�S:12006-Jobs!0 Tequesta Drive 8ridgelCorrespondencelLat 06-517 5-8-06 Vilfage of Tequa�ta.doc 2035 V'ista Pazkway, Suite 200 •'West Palm Beacl�; Florida 33�1� (561) 686-3660 • Fax: (561) 686-3664 MAY-08 09�09AM FAX:561 686 3664 ID: PACaE�001 R=93� STAI'E �OF FLORID�► DEPARTNiENY OF TR,�►�lSPORTATIOIV BRI�CiE �E�ol�� I _ _ -- ----- — - - I i i � � � .� �.� __.:p `:. l ; ,`: ` :�•�-- �-�— --�' — � � � .-- _ —_— —c'� - �''�.i � ;..� _ _. . ..` v.._ ,L,��':. :.�a. ,-, '� ' .�i��_ . �..:..'� �'t _L��j �V;x�"��`'•Y� �.r.• ~ . �i3."c.�'�u^ ` �- ..'_ _.'....m .._ . _� . _ .. _ ,_ ° - ._ .. �. . � ._. _ . ..- _-r_ �:.:� . - _ - __' - - _... . .- . . -.��t!�,e'�.�' • _ _ �w�� -^G� ... _ _ : :.-, _� --- - .. . .-. .�..--.' ' .y _ _ .. _ � :.� ,� . . 'r-^"`+_.' � . _. ... ._:..-. 'w �'.'."^ : . -x. _ ',...e.. _._2� . ...r:^' ,� .. .... _. -.�w,. .' , .�, _.... >. "' ""_ n."�' -, _+c..._.T`^an•r-1 ior " . �'� �sc; . � . . _ . _ ,..,� . . . . �"' . � . �' �__ -r T ,. . . ��- _ �_ - _:S -�..», � ._ . - . ' - . . . . . .,�- .�. � � �'�� '� �. BRIDGE NUMBER: 930227 BRIDGE NAME: TequeSta Drive over North Fork of Loxahatchee River BRIDGE RECORD CONTEIVTS I. Inspection Reporis - This section contains periodic bridge inspection reports, bridge repair work orders and accident reports. II. Inventory - Contair�ed in this section is the following bridge information: Photographs, location map, detailed data, history, load carrying capacity, inspection preparation, and drawings. III. Communications - Correspondence such as letters, memorandums and notices directly related to this bridge are contained in this section. . SECTION I BRIDGE tNSPECTION REPORT , I. INSPECTION REPORTS BRIDGE NUMBER: 930227 BRIDGE NAME: Teauesta Drive over North Fork of Loxahatchee River DOCUMENT LOG TYPE OF INSPECTION REPORT OR DOCUMENT Date Date !ns ected Published Post Rehabilitation Inspection Report 3/8/2006 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report (INTERIM INSPECTION REPORT) .�DGE ID: 930227 PAGE: 1 OF 18 DISTRICT: 04 Fort Lauderdate INSPECTION DAT 3/8/2006 QTRO BY: KCA BRIDGE NAME: Not Recorded OWNER: City/Municipal Hwy Agenc YEAR BUILT: 1962 MAINTAINED BY: City/Municipal Hwy Agenc SECTION NO.: 0093000114 STRUCTURE TYPE: 5 Prestressed 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 RlV ❑ THIS BRIDGE CONTAINS FRACTURE CR171CAL COMPONENTS ❑ THIS BRIDGE IS SCOUR CRITICAL ❑ THIS REPORT IDENTIFIES DEFICIENCIES WHICH REQUIRE PROMPT CORRECTIVE ACTION ❑ FUNCTIONALLY OBSOLETE � STRUCTURALLY DEFICIENT TYPE OF INSPECTION: Interim DATE FIELD INSPECTION WAS COMPLETED: ABOVE WATER: 3/8/2006 UNDERWATER:01/31/2006 SMART FLAGS: OVERALL NBI RATINGS: 359 Soffit Smart Flag: Soffit cracked DECK: 4 Poor SUPERSTRUCTURE: 4 Poor SUBSTRUCTURE: 6 Satisfactory CHANNEL: 7 Minor Damage CULVERT: N N/A (NBI) SUFFICIENCY RATING: 32.1 FIELD PERSONNEL / TITLE / NUMBER INI S Maslyn, Rick - Bridge Inspector (CBI#00271) (lead) Yeley, Larry - BI Tech REVIEWING BRIDGE INSPECTION SUPERVISOR: O'Grady, Patrick - Bridge Inspection Supervisor (CBI#00274) CONFIRMING REGISTERED PROFESSIONAL ENGINEER: LoCicero, Thomas - PE #31136 _ Kisinger Campo 8� Associates � 9270 Bay Plaza Blvd., Suite 605 Certificate ofi Authorization #2317 � Tampa, FL 33619 • 'GNATURE: ��'`� �` � � DATE: �. � � � �� REPORT ID: INSP005 (condensed) PR{NTED: 43/31I2006 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report (INTERIM INSPECTION REPORT) __.iDGE ID: 930227 PAGE: 2 OF 18 DISTRICT: 04 Fort Lauderdale INSPECTION DATE: 3/8/2006 QTRO All Elements UN1T: 0 DECKS ELEMENT/ENV:99/4 PS Conc Slab 7607 sf. ELEM CATEGORY: Decks/Slabs CONDITION STATE (5) DESCRIPTION QUANTITY 3 Repaired areas and/or potholes or impending potholes 7607sf. and/or raveling or rutting exist. Their combined area is more than 2% but less than 10% of the total deck area. ELEMENT INSPECTION NOTES: Note: Roadway slab units in Spans 1, 2, 4 and 5 are numbered 3 through 9. Sidewalk slab units in Spans 1, 2, 4 and 5 are numbered 1, 2, 10 and 11. Roadway slab units in Span 3 are numbered 3 through 7. Sidewalk slab units in Span 3 are numbered 1, 2, 8 and 9. Sidewalk slab units 8 and 9 had previously been identified as 10 and 11. Due to the amount of text noted under this element, all comments can be found in the Element Notes section of the addendum. The following is a brief summary of conditions: Underside of fifteen (15) prestressed concrete roadway slab units have significant cracking, delaminations (unsound concrete), or spalling as a result of corroding reinforcing steel. In addition, Slab Unit 2-4 also has five exposed and corroded prestressed cables with an estimated 30% section loss. Refer to photos 1, 2, 3 and 4. Underside of eight (8) prestressed concrete sidewalk slab units exhibit cracking, delaminations, or spalting as result of corroding reinforcing steel. Refer to photo 5. Underside of the cast-in-place curb section in Spans 1, 2, 4 and 5 has significant cracking, delaminations (unsound concrete), or spalling as a result of corroding reinforcing steel. Refer to photos 6 and 7. ELEMENT/ENV:301/4 Pourable Joint Seal 84 If. ELEM CATEGORY:Joints CONDITION STATE (3) DESCRIPTION QUANTITY 3 Major adhesion and/or cohesion failures may be present. 841f. Signs or observance of leakage along the joint may be present. Joint may be heavily impacted with debris and/or stones. Major spalls may be present in the deck and/or header adjacent to the joint. ELEMENT INSPECTION NOTES: Note: Total quantity represents the visible portion of the joints in the curb and sidewalk areas. Roadway portions are no longer visible due to the new asphalt overlay. Sealant within the sidewalk portion of the joints is completely deteriorated and in some areas they are packed with dirt and debris. Refer to photo 10. The sidewalk joints show no significant change from the previous report. REPORT ID: INSP005 (condensed) PRINTED: 03/31/2006 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report (iNTERIM 1NSPECTION REPORT) ....IDGE ID: 930227 PAGE: 3 OF 18 DiSTRiCT: 04 Fort Lauderdale INSPECTION DA7E: 3!8/2006 QTRO All Elements UNtT: 0 SUPERSTRUC7URE ELEMENT/ENV:331/4 Conc Bridge Railing 364 If. ELEM CATEGORY: Railing CONDITiON STATE (4) DESCRIPTION QUANTITY � The element shows little or no deterioration. There may be 2441f. discoloration, efflorescence, and/or supe�cial cracking, but without effect on strength and/or serviceability. 3 Some delaminations and/or spalls may be present, and 1201f. some reinforcing may be exposed. Corrosion of rebar may be present, but loss of section is incidental and does not significantly affect the strength and/or serviceability of either the efement or the bridge ELEMENT INSPECTION NOTES: CS3= Most of the posts have delaminations up to full height x 8" throughout. In addition, the following posts have spalls with exposed reinforcing steel: Left side: Posts 1-4, 2-1, 2-4, 2-5, 3-1, 3-2, 3-3, 3-4, 3-5, 4-1, 4-2, 4-3, 4-4, 4-5, 5-1 and 5-4. Right side: Posts 1-2, 1-6, 2-1, 2-3, 3-2, 4-3, 4-4, 4-5, 5-2 and 5-5. Refer to photo 11 for typical view. The bridge railings show no significant change from the previous report. The approach guardrails were considered incidental to this element: The steel approach guardrail panels typically have minor dents and the timber posts have some splintered edges. Northwest guardrail Post 13 is missing the nut for the anchor bolt. Southwest guardrail is missing the anchor bolt nuts at Posts 1, 2, 4 and 6. Refer to photo 12. The approach guardrails show no significant change from the previous report. ELEMENT/ENV:204/4 P/S Conc Column 36 ea. ELEM CATEGORY:Substructure CONDITION STATE (4) DESCRIPTION QUANTITY � The element shows little or no deterioration. There may be 21 ea. discoloration, efflorescence, and/or supe�cial cracking but without effect on strength and/or serviceability. 2 Minor cracks, spalls, and scaling may be presenf and 5 ea. there may be exposed reinforcing with no evidence of corrosion. There is no exposure of the prestress system. REPORT ID: INSP005 (condensed) PRINTED: 03l31(2006 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM tnspection/CID Report (INTERIM INSPECTION REPORT) �.<IDGE ID: 930227 PAGE: 4 OF 18 DlSTRICT: 04 Fort Lauderdale INSPECTION DATE: 3/8/2006 QTRO All Elements UNIT: 0 SUBSTRUCTURE ELEMENT/ENV:204/4 P/S Conc Column 36 ea. ELEM CATEGORY: Substructure CONDITION STATE (4) DESCRIPTION QUANTITY 3 Moderate cracks, spalls, scaling and some delaminations 10 ea. may be present. There may be minor exposure but no deterioration of the prestress system. Corrosion of non-prestressed reinforcement may be present but loss of section is incidental and does not sign ELEMENT INSPECTION NOTES: Note: Only the outside faces of the piling in Abutments 1 and 6 are visible due to concrete added between the piles (backwalls were jacketed). Refer to Element 475 R/Conc Walls for any related comments regarding the two (2) support piles at each retaining wall. Due to the amount of text noted under this element, all comments can be found in the Element Notes section of the addendum. The following is a brief summary: Several piles have cracking, mostly as a result of corroding reinforcing steel. Refer to photo 13. ELEMENT/EIVV:215/4 R/Conc Abutment 98 If. ELEM CATEGORY: Substructure CONDITION STATE (4) DESGRIPTION QUANTITY � The element shows little or no deterioration. There may be 591f. discoloration, efflorescence, and/or superficial cracking but without effect on strength and/or serviceability. 2 Minor cracks and spalls may be present, but there is no 251f. exposed reinforcing or surtace evidence of rebar corrosion. REPORT ID: INSP005 (condensed) PRINTED: 03/31/2006 FLORIDA DEPARTMENT OF TRANSPORTATfON BRIDGE MANAGEMENT SYSTEM Inspection/CID Report (INTERIM INSPECTION REPORT) �..IDGE ID: 930227 PAGE: 5 OF 18 DISTRICT: 04 Fort Lauderdale INSPE DATE: 3/8/2006 QTRO All Elements UNIT: 0 SUBSTRUCTURE ELEMENT/ENV:215/4 R/Conc Abutment 98 If. ELEM CATEGORY:Substructure CONDITION STATE (4) DESCRIPTION QUANTITY 3 Some delaminations and/or spaiis may be present and 141f. some reinforcing may be exposed. Corrosion of rebar may be present, but loss of section is incidental and does not significantly affect the strength and/or serviceability of either the element or the bri ELEMENT INSPECTION NOTES: CS1= The east face of Abutment 1 cap has less than 1/64" wide cracking that outlines a repair area from Pile 1-1 to Pile 1-3 and between Piles 1-5 and 1-6. CS2= Abutment 1 cap and Abutment 6 cap have intermittent horizontal cracking up to 1/64" wide developing within 8" of the bottom edge. Abutment caps have vertical cracks up to 30" long x 1/32" wide. CS3= Abutments have other more significant cracking and delaminations as follows: Abutment 1 cap: Delaminated repairs up to 24" long x 30" wide in the east face at the haunched areas adjacent to Slab Units 1-3 and 1-9. Abutment 1 cap: Horizontal crack 4' long x 1/64" wide in the lower east face between Piles 1-4 and 1-5, which is beginning to delaminate. Abutment 6 cap: Horizontal and vertical crack 4' long x 1/8" wide that starts above Pile 6-5. Abutment 6 cap: Spall with exposed reinforcing steel 40" x 10" x 4" bottom west edge between Piles 6-7 and 6-8. Refer to photo 14. Abutment 6 cap: Delaminated patch 1' long x 6" wide in the top west edge under Slab Unit 5-10. Refer to photo 14. The abutment caps show no significant change from the previous report. ELEMENT/ENV:234/4 R/Conc Cap 174 If. ELEM CATEGORY:Substructure CONDITION STATE (4) DESCRIPTION QUANTITY � The element shows little or no deterioration. There may be 1091f. discoloration, efflorescence, and/or superficial cracking but without effect on strength and/or serviceability. 2 Minor cracks and spalls may be present, but there is no 251f. exposed reinforcing or surFace evidence of rebar corrosion. REPORT ID: INSP005 (condensed) PRINTED: 03/31/2006 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report (INTERIM INSPECTION REPORT) �.:IDGE ID: 930227 PAGE: 6 OF 18 DISTRICT: 04 Fort Lauderdale INSPECTION DATE: 3/ 8 / 2006 QTRO A(I Elements UNIT: 0 SUBSTRUCTURE ELEMENT/ENV:234/4 R/Conc Cap 174 If. ELEM CATEGORY:Substructure CONDITION STATE (4} DESCRIPTION QUANTITY 3 Some delaminations and/or spalls may be present and 401f. some reinforcing may be exposed. Corrosion of rebar may 6e present, but loss of section is incidental and does not significantly affect the strength and/or serviceability of either the element or the bridge. ELEMENT INSPECTION NOTES: CS2= Bent caps have random cracking up to 1/32" wide. CS3= The following is a list of delaminated areas, most of which are previous repair areas: Bent 2: West face, under Slab Unit 1-2, 18" long x 12" wide Bent 2: West face, south end, (two) 6" x 5" Bent 3: Bottom northeast corner, 18" long x 12" wide Bent 3: Bottom face near the southwest corner of Pile 3-1, 18" long x 18" wide Bent 3: East face, under Slab Unit 3-8, 18" long x 12" wide (at haunch) Bent 3: East face, lower edge from Pile 3-2 to north end, 16' long x 3" wide Bent 4: West face, lower edge between Piles 4-4 & 4-5, 6' long x 3" wide Bent 5: Bottom west face between Piles 5-1 and 5-2, 4' long x 18" wide. Refer to photo 15. Bent 5: Bottom west face between Piles 5-4 and 5-5, 6' long x 10" wide The following was considered incidental to this element: Some of the intermediate bent caps have heavy rooted vegetation growing on the ends. Refer to photo 16. The bent caps show no significant change from the previous report. REPORT ID: INSP005 (condensed) PRINTED: 03/31/2006 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report (INTERIM INSPECTION REPORT} �..�DGE ID: 930227 PAGE: 7 OF 18 DISTRICT: 04 Fort Lauderdale INSPECTION DATE: 3/8/ Q' TRO Ail Elements UNIT: 0 SUBSTRUCTURE ELEMENT/ENV:396/4 OtherAbut Slope Pro 2400 sf. ELEM CATEGORY:Substructure CONDITION STATE (4) DESCRIPTION QUANTITY � There is little or no deterioration. Surface defects only are 2400sf. in evidence. Random open joints may exist. ELEMENT INSPECTION NOTES: Note: This element represents the concrefe filled fabric mat slope protection. CORRECTIVE ACTION TAKEN: All four approach slopes have been covered with concrete filled fabric mats. Grouted over rip rap bags at the northwest and northeast corners of bridge were removed. ELEMENT/ENV:359/4 Soffit Smart Flag 1 ea. ELEM CATEGORY:Smart Flags CONDITION STATE (5) DESCRIPTION QUANTITY 3 Cracking and efflorescence on the undersurface is 1 ea. moderate. The distressed area is 10% or less of the underside area. ELEMENT INSPECTION NOTES: Underside of the slab units have extensive spalling with exposed and corroded rebar and prestressed cables. Refer to Efement 99 PS Conc Slab for details. REPORT ID: INSP005 (condensed) PRINTED: 03/31/2006 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM tnspection/CID Report (INTERIM INSPECTION REPORT) b..iDGE ID: 930227 PAGE: 8 OF 18 DISTRICT: 04 Fort Lauderdale INSPECTION DATE: 3/8/2006 QTRO All Elements UNIT: 0 MISCELLANEOUS ELEMENT/ENV:321/4 R/Conc Approach Slab 2 ea. ELEM CATEGORY:Other Elements CONDITION STATE (4) DESCRIPTION QUANTITY � The slab has not settled and shows no sign of 2 ea. deterioration other than superficial surface cracks. ELEMENT INSPECTION NOTES: Note: The approach slabs are not visible due to an asphalt overlay. Both approach slabs are outlined with cracks up to 3/8" wide. Refer to photo 17. West approach slab surfacing has a longitudinal crack, 8' long x 1/8" wide in the westbound lane. Southwest approach sidewalk has a diagonal crack 3' long x 1/8" wide, adjacent to Abutment 1. The approach slabs show no significant change from the previous report. Note: The approach sidewalk and approach slopes were considered incidental to this element. Southeast approach sidewalk has a fractured area with exposed steel, 5' long x 3" wide x 3" deep, on the outside edge at the end post. Refer to photo 18. Northeast approach sidewalk (new section) is exposed the outside edge, 17' long x 6" high. Refer to photo 19. Some construction debris has been left on the approach shoulders. Refer to photo 20. CORRECTIVE ACTION TAKEN: Undermining at the southwest and southeast approach sidewalk has been repaired. Fractured area at the southeast approach sidewalk has been repaired. Some of the vegetation along the approach slopes has been cut down. ELEMENT/ENV:475/4 R/Conc Walls 256 If. ELEM CATEGORY:Other Elements CONDITION STATE (4) DESCRIPTION QUANTITY 2 Minor cracks and spalls may be present but there is no 1931f. exposed reinforcing or surface evidence of rebar corrosion. Open joints may be prevalent. REPORT ID: INSP005 (condensed) PRINTED: 03/31/2006 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report (INTERIM INSPECTION REPORT) �.�IDGE ID: 930227 PAGE: 9 OF 18 DlSTRICT: 04 Fort Lauderdale INSPECTION DATE: 3/8/2006 QTRO All Elements UNIT: 0 MISCELLANEOUS ELEMENT/ENV:475/4 R/Conc Walls 256 If. ELEM CATEGORY:Other Elements CONDITION STATE (4) DESCRIPTION QUANTITY 3 Some delaminations and/or spalfs and/or minor settlement 631f. may be present and some reinforcing may be exposed. Corrosion of rebar may be present but loss of section is incidental and does not significantly affect the strength and/or serviceability of either ELEMENT INSPECTION NOTES: Note: Total quantity includes both abutment backwalls and all four wingwalls, including the the two support piles at each corner of the bridge. Backwalls were jacketed in the past. CS2 & CS3: The retaining wall caps have cracking up to 1/32" wide, some with efflorescence and/or corrosion bleedout. Northwest retaining wall cap has a delaminated patch, 6' long x 10" wide, located at the angle break. Northwest and northeast retaining wall support piles have up to 1/16" wide vertical cracking with corrosion stains. Refer to photo 21. Northeast retaining wall support piles are delaminated up to 3' long x 3" deep with corrosion stains extending up from the marine growth. At Abutments 1 and 6, there is concrete between the piling that extends down to within 8" of the groundline. Below this concrete, a ruler can be probed back to the original wall. The retaining walls show no significant change from the previous report. ELEMENT/ENV:290/4 Channel 1 ea. ELEM CATEGORY:Channel CONDITION STATE (4) DESCRIPTION QUANTITY � The channel is in good condition, channel banks are 1 ea. protected or well vegetated, river control devices and embankment protection are not required or are in good condition. ELEMENT INSPECTION NOTES: CORRECTIVE ACTION TAKEN: Lateral erosion at the southeast and northeast channel slopes was repaired during installation of the concrete mat slope protection. Erosion at the ends of the northwest and southwest retaining walls was also repaired during installation of this slope protection. REPORT ID: INSP005 (condensed) PRINTED: 03/31/2006 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report (INTERIM INSPECTION REPORT) ��cIDGE ID: 930227 PAGE: 10 OF 18 DISTRICT: 04 Fort Lauderdale INSPECTION DATE: 3/8/2006 QTRO Smart Flag Summary UNIT: 0 SMART FLAG ELEMENT/ENV:359/4 Soffit Smart Flag 1 ea. ELEM CATEGORY:Smart Flags CONDITION STATE (5) DESCRIPTION QUANTITY 3 Cracking and efflorescence on the undersurface is moderate. The 1 distressed area is 10°/a or less of the underside area. ELEMENT INSPECTION NOTES: Underside of the slab units have extensive spalling with exposed and corroded rebar and prestressed cables. Refer to E{ement 99 PS Conc Slab for details. Structure Notes BRIDGE OWNER: VILLAGE OF TEQUESTA Bridge inventoried from west to east. a: This structure is on a 12 month inspection frequency due to SIA Item 58 (Deck), 59 (Superstructure) and 70 (Posting) all being rated 4. INSPECTION NOTES: TRO 3/8/2006 Sufficiency Rating Calculation Accepted by kn538p1-P at 2006-03-29 16:26:23 REPORT ID: INSP005 (condensed) PRfNTED: 03/31/2006 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report REPORT ID: INVT001A COMPREHENSIVE Page 11 of 18 S+��ic ID: 930227 DATE PRINTED: 03/31/2006 � �escription Structure Unit Identification Bridge/Unit Key: g30227 0 Structure Name: Description: SPAN 1 THROUGH 5 Type: M Main Roadwav Identification: Roadwav Traffic and Accidents NBI Structure No (8) 930227 Lanes (28) 2 Medians 0 Speed 15 mph Position/Prefix (5) Route On Structure ADT Class ADT Ciass 4 Kind Hwy (Rte Prefix) 5 City Street Recent ADT (29) 13486 Year (30) 2004 Design Level of Service 1 Mainline Future ADT (114) 23398 Year (115) 2024 Route NumbedSuffix 00000/ 0 N/A (NBI) Truck % ADT (109) 2 Feature Intersect (6) NO FORK LOXAHATCHEE RIV Detour Length (19) 3 mi Critical Facility Not Defense-crit Detour Speed 15 mph Facility Carried (7) TEQUESTA DRIVE Accident Count -1 Rate -1 Mile Point (11) 0.325 Latitude (16) 026d57'30" Long (17) 080d06'12" Roadwav 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) 27.8ft LRS Inventory Rte (13a) 93 000 114 Sub Rte (13b) 00 Truck Network (110) 0 Not part of natl netwo =unctional Class (26) 17 Urban Collector Toll Facility (20) 3 On free road ..n Federa� Aid System Y Fed. Lands Hwy (105) 0 N/A (NBI) Defense Hwy (10d) 0 Not a STRAHNET hwy School Bus Route �✓ Direction of Traffic (102) 2 2-way traffic Transit Route ❑ Emergency❑ FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report REPORT ID: INVT001A COMPREHENSIVE page 12 of 18 S+r� cture ID: 930227 DATE PRINTED: 03/31/2006 Structure Identification Geometrics Admin Area Palm Beach County Spans in Main Unit (45) 5 District (2) D4 - Ft. Lauderdale Approach Spans (46) 0 County (3) (93)Paim Beach Length of Max Span (48) 36.4 ft Piace Code (4) Tequesta Structure Length (49) 181.1 ft Location (9) 1.2M1 W OF US-1 Deck Area 7607 sqft Border Br St/Reg (98) Not Applicable (P) Share 0% Structure Flared (35) 0 No flare Border Struct No (99) Aqe and Service FIPS State/Region (1) 12 Florida Region 4-Atlanta Year Built (27) 1962 NBIS Bridge Len (112) Meets NBI Length Year Reconstructed (106) 2006 Parallel Structure {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 Historic Signif. (37) 5 Not eligible for NRHP Structure Tvpe and Material Deck Tvpe and Material Curb/Sidewalk (50): Left 5.2 ft Right 5.9 ft Deck Width (52): 42 � Bridge Median (33): 0 No median Skew (34): 0 deg Main Span Material (43A): 5 Prestressed Concrete Deck Type (107): 2 Concrete Precast Panel Appr Span Material (44A): Not Applicable Surface (108): 6 Bituminous Main Span Design (43B): 01 Slab Membrane: 0 None Appr Span Design (44B): Not Applicable Deck Protection: None �ppraisal Structure Appraisai Naviqation Data OpenlPosted/Closed (41) P Posted for load Navigation Control (38) Permit Not Required Deck Geometry (68) 2 Intolerable - Replace Nav Vertical Cir (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 Condition Ratinq Approach Guardrail (36c) 0 Substandard Sufficiency Rating 32.1 Approach Guardrail ends (36d) 0 Substandard Structural Eval (67) 4 Minimum Tolerable Scour Critical (113) U Unknown Scour Deficiency Structurally Deficient Minimum Vertical Clearance Minimum Lateral Underclearance 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 Ratinp �esign Load (31) 4 M 18 (H 20) Operating Type (63) 1 LF Load Factor Rating Date 3/28/2006 Initials JLL Operating rating (64) 42.6 tons Alternate -1 Posting (70) 4 0.1-9.9%below Inventory Type (65)1 LF Load Factor Inventory Rating (66) 25.5 tons Alternate -1 Alt Meth -1 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report REPORT ID: INVT001A COMPREHENSIVE Page 13 of 18 Stru cture ID:930227 DATE PRINTED: 03/31/2006 fi Schedule Current Inspection Next Inspection Date Scheduled Inspection Date: 03/08/2006 NBi: 1/28/2008 Inspector: KN538MR-P - Rick Masiyn Element: 01/28/2007 Bridge Group: N/A Fracture Critical: Primary Type: Interim Underwater: 01/28/2008 . Review Required:0✓ Other/Special: 01/28/2007 IIlSp2Ct1011 TVpeS Performed NBI❑ Element �✓ Fracture Critical ❑ Underwater ❑ Other Special �✓ Inspection fntervais Required (92) Frequency (92) Last Date (93) Inspection Resources Fracture Critical ❑ mos Crew Hours 4 Underwater � 24 mos 01/31/2006 Flagger Hours 0 Other Special 0✓ 10 mos 03/08/2006 Helper Hours 0 NBI 24 mos (91) 01/28/2006 (90) Snooper Hours 0 Special Crew Hours 3 � CUStOtll Special Equip Hours 0 General Bridqe Information Parallel Bridge Seq Bridge Rail 1 Concrete post & beam Chan�el Depth 7.9 ft Bridge Rail 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 Accepted By Maint 01/01/1962 Previous Structure Warranty Expiration 00/00/0000 Bridqe Load Ratinq Information HS20 Govr. Span Length 34.4 ft Singie Unit Truck 2 Axles 31.8 tons L-Rating Origination Design Plans Single Unit Truck 3 Axles 33 tons Load Rating Date 03/28/2006 Single Unit Truck 4 Axles 32.5 tons Method Calculation AASHTO formula Combination Unit Truck 3 Axles 48.3 tons Load Dist. Factor 0.68 Combination Unit Truck 4 Axles 44.1 tons Impact Factor 30 Combination Unit Truck 5 Axles 48 tons Design Method Load Factor Truck Trailer 5 Axles 50 tons Design Measure English Posting Weight 5 tons Recommend SU Posting 32 tons Actuai 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 Rafing 0 tons Bridqe Scour and Storm Information Pile Driving Record Unknown Scour Recommended 1 Stop scour evaluations Foundation Type Unknown 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 1 Condition Storm Frequency -1 NBI Ratinq Channel (61) 7 Minor Damage Culvert (62)N N/A (NBI) Deck (58) 4 Poor Waterway (71) 7 Above Minimum Superstructure (59) 4 Poor Unrepaired Spalls -1 sq.ft. Substructure (60) 6 Satisfactory Review Required �✓ FLORIDA DEPARTMEN7 OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report REPORT ID: fNVT001A COMPREHENSIVE Page 14 of 18 Stru cture ID: 930227 DA7E PRINTED: 03/31/2006 �ents Inspection Date: 1/28/2006QTR0 pan Id lem/E escription Qty1 %1 Qty2 °/a2 Qty3 %3 Qty4 °/a4 Qty5 %5 T Qty 0 99/4 S Conc Slab � 0�� 7607 100. �� 7607 sf. Notes Note: Roadway slab units in Spans 1, 2, 4 and 5 are numbered 3 through 9. Sidewalk slab units in Spans 1, 2, 4 and 5 are numbered 1, 2, 10 and 11. Roadway slab units in Span 3 are numbered 3 through 7. Sidewalk slab units in Span 3 are numbered 1, 2, 8 and 9. Sidewalk siab units 8 and 9 had previously been identified as 10 and 11. Due to the amount of text noted under this element, all comments can be found in the Element Notes section of the addendum. The foilowing is a brief summary of conditions: Underside of fifteen (15) prestressed concrete roadway slab units have significant cracking, delaminations (unsound concrete), or spalling as a result of corroding reinforcing steel. In addition, Slab Unit 2-4 also has five exposed and corroded prestressed cables with an estimated 30°!o section loss. Refer to photos 1, 2, 3 and 4. Underside of eight (8) prestressed concrete sidewalk slab units exhibit cracking, delaminations, or spalling as result of corroding reinforcing steel. Refer to photo 5. Underside of the cast-in-place curb section in Spans 1, 2, 4 and 5 has significant cracking, delaminations (unsound concrete), or spalling as a result of corroding reinforcing steei. Refer to photos 6 and 7. 0 301/4 ourable Joint Seal �� 84 100. �� 84 If. Notes Note: Total quantity represents the visible portion of the joints in the curb and sidewalk areas. Roadway portions are no longer visible due to the new asphalt overlay. Sealant within the sidewalk portion of the joints is completely deteriorated and in some areas they are packed with dirt and debris. Refer to photo 10. The sidewalk joints show no significant change from the previous report. 0 331/4 onc Bridge Railing 244 7.05 �0 � 120 2.95 �0 � 0�� 364 If. Notes CS3= Most of the posts have delaminations up to full height x 8" throughout. In addition, the following posts have spalls with exposed reinforcing steel: Left side: Posts 1-4, 2-1, 2-4, 2-5, 3-1, 3-2, 3-3, 3-4, 3-5, 4-1, 4-2, 4-3, 4-4, 4-5, 5-1 and 5-4. Right side: Posts 1-2, 1-6, 2-1, 2-3, 3-2, 4-3, 4-4, 4-5, 5-2 and 5-5. Refer to photo 11 for typical view. The bridge railings show no significant change from the previous report. The approach guardrails were considered incidental to this element: The steel approach guardrail panels typically have minor dents and the timber posts have some splintered edges. Northwest guardrail Post 13 is missing the nut for the anchor bolt. Southwest guardrail is missing the anchor bolt nuts ak Posts 1, 2, 4 and 6. Refer to photo 12. The approach guardrails show no significant change from the previous report. 0 204/4 /S Conc Column 21 8.33 �5 13.89 10 7.78 �0 �� 36 ea. Notes Note: Only the outside faces of the piling in Abutments 1 and 6 are visible due to concrete added between the piles (backwalls were jacketed). Refer to Element 475 R/Conc Walis for any related comments regarding the two (2) support piles at each retaining wal1. Due to the amount of text noted under this element, all comments can be found in the Element Notes section of the addendum. The foliowing is a brief summary: Several piles have cracking, mostly as a result of corroding reinforcing steel. Refer to photo 13. FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM � Inspection/CID Report REPORT ID: INVT001A COMPREHENSIVE Page 15 of 18 Stru cture ID: 930227 DATE PRINTED: 03/31/2006 �ents inspection Date: 1/28/2006QT pan Id Iem/E escription Qty1 %1 Qty2 °/,2 Qty3 %3 Qty4 %4 Qty5 %5 T Qty 0 215/4 Conc Abutment 59 0.38 25 5.4 14 14.22 0�� 98 If. Notes CS1= The east face of Abutment 1 cap has Vess than 1i64" wide cracking that outlines a repair area from Pile 1-1 to Pile 1-3 and between Piles 1-5 and 1-6. CS2= Abutment 1 cap and Abutment 6 cap have intermittent horizontal cracking up to 1/64" wide developing within 8" of the bottom edge. Abutment caps have vertical cracks up to 30" long x 1/32" wide. CS3= Abutments have other more significant cracking and delaminations as follows: Abutment 1 cap: Delaminated repairs up to 24" long x 30" wide in the east face at the haunched areas adjacent to Slab Units 1-3 and 1-9. Abutment 1 cap: Horizontai crack 4' long x 1/64" wide in the lower east face between Piles 1-4 and 1-5, which is beginning to delaminate. Abutment 6 cap: Horizontal and vertical crack 4' long x 1/8" wide that starts above Pile 6-5. Abutment 6 cap: Spall with exposed reinforcing steel 40" x 10" x 4" bottom west edge between Piles 6-7 and 6-8. Refer to photo 14. Abutment 6 cap: Delaminated patch 1' long x 6" wide in the top west edge under Slab Unit 5-10. Refer to photo 14. The abutment caps show no significant change from the previous report. 0 234/4 Conc Cap 109 2.62 25 14.38 40 3.�� 174 If. ; CS2= Bent caps have random cracking up to 1/32" wide. CS3= The foliowing is a list of delaminated areas, most of which are previous repair areas: Bent 2: West face, under Siab Unit 1-2, 18" long x 12" wide Bent 2: West face, south end, (two) 6" x 5" Sent 3: Sottom northeast corner, 18" long x 12" wide Bent 3: Bottom face near the southwest comer of Pile 3-1, 18" long x 18" wide Bent 3: East face, under Slab Unit 3-8, 18" long x 12" wide (at haunch) Bent 3: East face, lower edge from Pile 3-2 to north end, 16' long x 3" wide Bent 4: West face, lower edge between Piles 4-4 & 4-5, 6' long x 3" wide Bent 5: Bottom west face between Piles 5-1 and 5-2, 4' long x 18" wide. Refer to photo 15. Bent 5: Bottom west face between Piles 5-4 and 5-5, 6' long x 10" wide The following was considered incidental to this element: Some of the intermediate bent caps have heavy rooted vegetation growing on the ends. Refer to photo 16. The bent caps show no significant change from the previous report. 0 396/4 ther Abut Slope Pro 2400 100. �0 �� 2400 sf. Notes Note: This element represents the concrete filled fabric mat slope protection. CORRECTIVE ACTION TAKEN: All four approach slopes have been covered with concrete filled fabric mats. Grouted over rip rap bags at the northwest and northeast comers of bridge were removed. 0 290/4 hannel 1 100. �� 1 ea. Notes CORRECTIVE ACTION TAKEN: Lateral erosion at the southeast and northeast channel slopes was repaired during installation of the concrete mat slope protection. Erosion at the ends of the northwest and southwest retaining walls was also repaired during installation of this slope protection. FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report REPORT ID: INVT001A COMPREHENSIVE Page 16 of 18 Stru cture ID: 930227 DATE PRINTED: 03/31/2006 �ents Inspection Date: 1/28/2006QTR0 pan Id Elem/E escription Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 Qty5 %5 T Qty 0 359/4 o�t Smart Flag �0�. �0 � 1� 100. �0 � 0�� 1 ea. Notes Underside of the slab units have extensive spalling with exposed and corroded rebar and prestressed cables. Refer to Element 99 PS Conc Slab for detaiis. 0 321/4 ConcApproach Slab 2 100. 0�� 0��0 � 0�� 2 ea. Notes Note: The approach slabs are not visible due to an asphalt overlay. Both approach slabs are outlined with cracks up to 3/8" wide. Refer to photo 17. West approach slab surtacing has a longitudinal crack, 8' long x 1/8" wide in the westbound lane. Southwest approach sidewalk has a diagonal crack 3' long x 1/8" wide, adjacent to Abutment 1. The approach slabs show no significant change from the previous report. Note: The approach sidewalk and approach slopes were considered incidental to this element. Southeast approach sidewalk has a fractured area with exposed steel, 5' long x 3" wide x 3" deep, on the outside edge at the end post. Refer to photo 18. Northeast approach sidewalk (new section) is exposed the outside edge, 17' long x 6" high. Refer to photo 19. Some construction debris has been left on the approach shoulders. Refer to photo 20. CORRECTIVE ACTION TAKEN: Undermining at the southwest and southeast approach sidewalk has been repaired. Fractured area at the southeast approach sidewalk has been repaired. Some of the vegetation along the approach slopes has been cut down. 475/4 Conc Walls � 193 5.39 63 4.61 �000 256 If. tv�.es Note: Total quantity includes both abutment backwalls and all four wingwalls, including the the two support piles at each corner of the bridge. Backwalis were jacketed in the past. CS2 & CS3: The retaining wall caps have cracking up to 1/32" wide, some with effiorescence and/or corrosion bleedout. Northwest retaining wall cap has a delaminated patch, 6' long x 10" wide, located at the angle break. Northwest and northeast retaining wall support piles have up to 1/16" wide vertical cracking with coROSion stains. Refer to photo 21. Northeast retaining wall support piles are delaminated up to 3' long x 3" deep with corrosion stains extending up from the marine growth. At Abutments 1 and 6, there is concrete between the piling that extends down to within 8" of the groundline. Below this concrete, a ruler can be probed back to the original wall. The retaining walls show no significant change from the previous report. Total Number of Elements: 11 Inspection Information Inspection Date: 03.08.2006 Type: Interim Inspector: KN538MR-P - Rick Maslyn Inspection Notes: Sufficiency Rating Calculation Accepted by kn538p1-P at 2006-03-29 16:26:23 Inspection Date: 01.28.2006 Type: Interim Inspector: KNKCAST-P - Timothy Sweeney �ction Notes: Su�ciency Rating Calculation Accepted by KNKCAES-P at 2006-02-24 15:29:08 Note: This structure is closed until further notice, due to the 100% corroded prestressed strands and permanent fracture in Slab Unit 3-7 at mid-span. Due to the failed state of these strands and the numerous exposed and severely corroded strands in other slab units at Span 3 underside, the NBI rating for Deck and Superstructure has been lowered from a 5(Fair) to a 2(Critical) during this inspection. FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspection/CID Report REPORT ID: INVT001A COMPREHENSIVE Page 17 of 18 Stru cture ID: 930227 DATE PRINTED: 03/31/2006 ection Information Inspection Date: 10.26.2005 Type: Special-Nat Disaster Dmg Inspector: KNKCAPO-P - Patrick O'Grady Inspection Notes: NOTE: Storm damage assessment completed on 10/26/2005 following Hurricane Wilma. No storm related damage was found in the structure as a result of the hurricane. Inspection Date: 08.26.2005 Type: Special-Nat Disaster Dmg Inspector: KN853KR-P - Ken Reinhold 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. Inspection Date: 03.15.2005 Type: Interim Inspector: 840 Inspection Notes: Sufficiency Rating Calculation Accepted by KNKCAES-P at 2005-04-12 11:03:56 Inspection Date: 02.24.2004 Type: Regular NBI Inspector: KN738AB-P - Anthony Bibelhauser Inspection Notes: Sufficiency Rating Calculation Accepted by kn738vb-P at 2004-03-18 16:58:09 KN738A6-P inspection comments - Structure 930227 - Date 2004-02-24 - ection Date: 02.18.2003 Type: Interim Inspector: KN738WW-P - Wade Wolfe Inspection Notes: Sufficiency Rating Calculation Accepted by kn738vb-P at 2003-03-04 16:36:23 KN738WW-P inspection comments - Structure 930227 - Date 2003-02-18 - This is an interim inspection, only elements 99 P/S Conc Slab and 359 Soffit Smart flag are included. Inspection Date: 02.28.2002 Type: Regular NBI Inspector: KN738SH-P - Scott Hughes Inspection Notes: Sufficiency Rating Calculation Accepted by kn738ma at 3/7/02 11:45:19 KN738SH inspection comments - Routine inspection. Structure 930227 - Date 2/28/02 - Inspection Date: 04.11.2001 Type: Interim Inspector: KN738R0-P - Rick O'Connor Inspectlon Notes: Sufficiency Rating Calculation Accepted by kn738vb at 5/15/01 17:34:36 KN738R0 inspection commenfs - Structure 930227 - Date 4/11/01 - This is an interim inspection conducted based on SIA item 70 Bridge Posting being rated 4 or less. Only Element 99/4 PS Conc Slab and 359/4 Soffit Smart Flag are in this report. For a comprehensive list of all 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 several points prior to reaching the bridge for "No Thru Trucks Over 50001bs. Net Wt". FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM InspectionlClD Report REPORT ID: INVT001A COMPREHENSIVE Page 18 of 18 Stru cture ID: 930227 DATE PRINTED: 03/31/2006 , ection Information Inspection Date: 02.09.2000 Type: Regular NBI Inspector: KN738DC-P - David Crissey Inspection Notes: Sufficiency Rating Calculation Accepted by kn738dc at 3/1/00 11:45:20 KN738DC inspection comments - Structure 930227 - Date 2/9/00 - Refer to the attached addendum for ali non-Pontis and additional element deficiencies and recommendations. Inspection Date: 02.24.1999 Type: Interim Inspector: KN738DC-P - David Crissey Inspection Notes: Sufficiency Rating Calculation Accepted by kn7381p at 3/24/99 13:33:04 Sufficiency 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 list of all other deficiencies and recommended repairs, see the previous report dated 1/20/98. Stnacture 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) �'" •+cture Notes 3E OWNER: VILLAGE OF TEQUESTA Bndge inventoried from west to east. This structure is on a 12 month inspection frequency due to SIA item 58 (Deck), 59 (Superstructure) and 70 (Posting) being rated 4 or less. FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE INSPECTION REPORT ADDENDUM • .. . - . _ ; . CONTENTS OF ADDENDUM Location Map Photo Section & Sketches Weight Limit Sign Photos * Fracture Critical Data Load Rating Analysis Summary Recommended Repairs Element Notes Scour Evaluation * This section is not included in this re ort. BRIDGE OWNER: VILLAGE OF TEQUESTA BY: KISINGER CAMPO & ASSOCIATES CORP. REPORT IDENTIFICATION Bridge Number: 930227 Post-Rehabilitation Inspection Date: 3/8/06 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: According to the current load rating analysis dated 3/28/06, this structure should be posted at or below the Operating Rating for the SU type vehicles as follows: SU-32 tons. This structure is currentl posted at 5 tons. Refer to photos on pa e 3. Page 1 of 25 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM BRIDGE INSPECTION REPORT Bridge No: 930227 inspection Date: 3/8/06 LOCATION MAP - --- ----�- - ------ . ��-�4 ; ,�; _ - �� _ << -. - _ . . . : , � . --, - � . _ � �. :` � � �: . .; s ' „_ - _. _ . _ .. ... . , _ ;�. .. ... . - �§a..��vr; -.,. . . .. , �._ _ j i_s+.��"; � 'cN ��LY. - � � .�'.6"`�'� _ �_' - --# �� ? _ �..� r - - -_ . .. . ' _ - " :' £. . _ �- _ - "s � �. 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C,�., t FRAZIER RD � � _ g �. "� A � m � 50t o � �� a � m . y . . � 1 (,.,� 70T — m � f^ ° ��/ s > �� $ ' � nfl POINTLN E p . .� .��% _ � .. •' y � Dateusesu6Jedtolicrose. � 0 � I � i � 0 2001 DaLame. 5lreet Allas USA� 2005. � www.debrme.com ANV (5.8' WJ Dete Zaom 136 Tequesta Drive over North Fork of Loxahatchee River 1.2 Mi. W/O US-1 Page 2 of 25 FLORIDP► DEPARTN1EN�' OF 1'FiA9V�PORTAT9GP� BRIDGE MANA�Ei1AENT SYSTE�II SRIDGE INSPECTIC�N REPORT �iridge No: 93022.7 Inspection Date: 3/8/06 POSTING PHOTOS s -,. . . �� ' �.�� , ,t. .,� �' , �. , ,. ti .. -.'r BRI[� GE r �� r, �' x ��1�: � RESTRICTION ' �,��; ,'� `. Y f'' (� ' ` 'c.:_.: � r . h . . _ WEIGHT " ` �Y � , �'� I�� LIMIT ti ,,,, . � ,, t� .:,� 5 ' '', r . � � � ;—� ��; TONS -f ; i , � � ,� ,.. . ,5 ..h - �``y. . , . �Itlh -�''`��' _ BRIbGE - �, . _ -_ - ...:A� OPEN ""'�� ° y"` �'�'"'�a THANK YOU FOfl YOUfl PATIENCE . . VILLACE h1AY0H At10 - � COLL4CIL - , � . . __ -- � ��a _ � � - -.�, y ��:• - �� '�' (� ,� � . , � �,�+ � � �� i } r � '"� se�;, � West Weight Limit Sign - _ - --- _ --- ��;-- �/ �-- - BRI�GE / �" �ESTRICTION i WEIGHT �'�' � � �. .`/,,:- LIMIT 5 '�; ,; , TONS H �� + �� _ ,, ,. � ;: -. �'� '*�� M 1 �.j' +,ra�.� �. �5.1r.. ,. . ..,�__- °�-- ��:�~ �RIDG� ,_ _ . __ _� - OPEN �� ti:�:,t_ � ' THANK YOU FOR � ;c'` _ �.;: ,«�;;A, . - YOUR PATIEN I ,r•.. _ �� `'" VILLAGE PAAYOR AtlD I � ,��,q' '''� � COU!ICIL i y , z, f'` �. k. ��. a r. w . � I i 1 -�, �rf.?r ��4w�� Y�• a ,� ir�u��: r''e> _"�. 1 . a.� �.r q �. t �� :. r � � 4L�� ;d Y _ �. S'.� f �cr,�'tr � ♦ �,}� �. � � F{µ"t ��.,� 'Y f -;+�` ., ; "• `+ ?rv � ` t �!'r �,'¢s��.0 r..� _ � r v }_ _ ..ti� ,� .,3:'�w . ��' . � r . ..� . , ;.. -, �, s - .,r� '.�EN2„ � *�, ., East Weight Limit Sign Page 3 of 25 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM BRIDGE INSPECTION REPORT Bridge No: 930227 Inspection Date: 3/8/06 LOAD RATING ANALYSIS SUMMARY STATE OF FLORIDA DEPARTMENT OF TRANSPoRTATION D: LOAD CAPACITY INFORMATIOIY 1. BRIDGE DATA Bridge Number 9J0227 Uate 3/28/2006 ___ STR Type Main [B[D Item BI(43)] SOl STR'Cype APR [BID Item B2(44)� 000 2. POSTINC DATA: Posted YES Ifya, Existing Posting Needed YES Ifyes. Proposed Reshictions SC Restrictions SU-3YC BID Item H8(4l) P BID [tem HI l(70) 4 ____ — BID Item H7(31) _ 4 _ 3. AIVALYSIS AATA: A. Methoc7 of Malvsis: C. Anatvsis Based On: D. Data Stored: X Coad Factor X Design Drawings X District Of6ce Working Stress As-Built Record Plans Central Office B. Malvsis System: Shop Drawings Microfilm X BARS X Field Measureme�u Bridge Owner SALOD Catalogs Materials Test (.ab BRUFEM SampleTesting �X _Other KDrive C.oad Test Otha Other Other E. Controlline Mcmber Malvzal: Material: Function: SubsWCture: Stcel X Siab Bent Constructioa X Concrete Stringer P��B _....._. . _.— Cast in Place Flooc Beam Cap X Precast G'vder PierConsWC[ion X Presh'essed Culvert Piling Post Tensioned Truss F��B Timber � Column Other Cap Soan: Sha°e: X Simple Rolled � Continuous Built-up Welded [moact Factor: 0.300 Frame Builbup Riveted Slab: Box Shape X Non-Composite AASHTO Girders - Composite X Other Voided Slab 4. Load Ratine Summarv Table: LOAD RATING SUMMARY FOR OPERATING RATING GROSS TONS VEHICLE OPR OPR SPAN CONTR ,�,� PE TONS RpT�NC FAC"fOR SPAN No. LENGTH MEDiBER M or V LLDF SU2 17 31.8 1.87 2 34'-5" G01 M 0.680 SU3 33 33.0 I.00 2 34'-5" GOl M 0.680 SU4 35 32.5 0.93 2 34'-5" G01 M 0.680 C3 28 48.3 1.73 2 34'-5" GOI M 0.680 CA 36.6 44.I 12l 2 34'-S" GOt M 0.680 � CS 40.0 48.0 I.20 2 34'-5" G01 M 0.680 STS 40.0 50.0 f.25 2 34'-5" GOl M 0.680 HS 20 36 42.6 I.AS 2 34'-5" G01 M 0.680 HS20 Invrntory Rating 25.5 Rating Factor 0.71 5. Commeuts Member G01 is a prestressed concrete voided slab with a span length oE34.416 ft __ Member GOl has a large spall and exposed tendons. Reductions for material strengths and section loss have been taken. _ 6. Comoutations: Paformed By Jason L. LaBarbera, P.E. Date 3f28/2006 Checked By Patrick Mulheam Date 3/28/2006 Reviewed By David B. Thompson, P.E. Date 3R8/2006 '7. Resoonsible Enefneer: Jason L. LaBarbera, P.E. P.E. # 64004 /� -- Date 3292006 � / ��yooy = 3 �29 /Olo Page 4 of 25 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM BRIDGE INSPECTION REPORT Bridge No: 930227 Inspection Date: 3/8/06 ELEMENT NOTES Element 99 PS Concrete Slab Note: Roadway slab units in Spans 1, 2, 4 and 5 are numbered 3 through 9. Roadway slab units in Span 3 are numbered 3 through 7. Sidewalk slab units in Spans 1, 2, 4 and 5 are numbered 1, 2, 10 and 11. Sidewalk slab units in Span 3 are numbered 1, 2, 8 and 9. Sidewalk slab units 8 and 9 had previously been identified as 10 and 11. Underside of fifteen (15) prestressed concrete roadway slab units have significant cracking, delaminations (unsound concrete), or spalling as a result of corroding reinforcing steel. In addition, Slab Unit 2-4 also has five exposed and corroded prestressed cables with an estimated 30o section loss. Refer to the following list and photos 1, 2, 3 and 4. Deficiencies listed below are located at or near mid-span, unless otherwise noted: 1-8: 6' x 4" delamination south edge 1-9: 3' long x 1/16" wide longitudinal crack adjacent to Bent 2 near the center 2-3: 1` x 3" delamination near the center 2-4: 8' x 3.5' x 3" spall/delamination with exposed rebar (4) and exposed prestressed cables (5) with up to 30% section loss 2-7: 3' x 3' x 1" spall/delamination (no exposed steel) 2-8: 5' x 3.5' x 2" spall/delamination with exposed rebar (2) 2-8: 13' x 6" delamination south edge from midspan toward Bent 3 4-3: 18' x 4' x 2" spall/delamination with exposed rebar (2) 4-4: 5' x 3' x 2" spall/delamination with exposed rebar (2) 4-5: 5' x 3' x 2" spall/delamination with exposed rebar (3) 4-6: 5' x 2.5' delamination and 7" x 5" x 1/2" spall with exposed rebar 4-7: 4' x 3.5' x 2" spall/delamination with exposed rebar (2) 4-8: 6' x 4' x 2" spall/delamination with exposed rebar (1) 4-9: 8' x 6" delamination south edge 5-3: 3' x 1' delamination south edge 5-4: Intermittent span length x 8" delamination north edge 5-4: 8' x 1' delamination south edge (continued on next page) Page 5 of 25 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM BRIDGE INSPECTION REPORT Bridge No: 930227 Inspection Date: 3/8/06 ELEMENT NOTES Element 99 PS Concrete Slab (Continued) Underside of eight (8) prestressed concrete sidewalk slab units exhibit cracking, delaminations, or spalling as result of corroding reinforcing steel. Refer to the following list and photo 5: 3-1: 3' x 12" wide delamination with corrosion stains at midspan 3-2: 6' x 2' delamination south edge at midspan 3-8 (previously 3-10): 4' x 3' x 2" spall on north edge at midspan 3-9 (previously 3-11): 12' long x 2' wide cracked and delaminated south edge at midspan 4-1: 3' x 1' delamination at Bent 5 4-1: Two delaminations up to 4' x 15" on north edge near midspan 4-2: 4' x 15" delamination on south edge near midspan 4-10: Two delaminations up to 3' x 1' at midspan and 3/4 point of span Underside of the 1' wide cast-in-place curb section in Spans 1, 2, 4 and 5 typically has significant cracking, delaminations (unsound concrete), or spalling as a result of corroding reinforcing steel. In some cases the delaminations or spalling extends 3/4 of the span length. Refer to photos 6 and 7. The metal utility pipes attached to the north overhang are heavily corroded with several areas that have completely rusted through, exposing the plastic coated cables within. Refer to photo 8. It is also noted that there is concern for boater/marine vessel safety due to the potential for falling objects (unsound concrete or pieces of inetal conduit that could break f ree). (continued on next page) Page 6 of 25 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM BRIDGE INSPECTION REPORT Bridge No: 930227 Inspection Date: 3/8/06 ELEMENT NOTES Element 99 PS Concrete Slab (Continued) Traffic face of the curbs in Spans 1, 2, 4 and 5 have longitudinal (horizontal) cracks up to 1/16" wide and several delaminations with and without corrosion staining in areas throughout. Top of the sidewalks have numerous shallow spalls and delaminations with and without exposed reinforcing steel. 12efer to the following chart and photo 9. Span 1: North sidewalk adjacent to Abutment 1 has a delaminated repair 6' x 4' Span 1: North sidewalk adjacent to Bent 2 has a Delaminated repair 18` x 3' Span 1: North sidewalk under utility pipe at midspan (two) spalls with exposed steel 18" x 4" x 3/4" Span 1: South sidewalk adjacent to Bent 2(four) delaminations and spalls with exposed steel up to 5" x 3' x 3/4" Span 2: North sidewalk adjacent to curb at Bent 2 delamination 17' x 4" Span 2: North sidewalk under utility at span 3/4 point spall with exposed steel 5" x 4' x 1" Span 2: South sidewalk adjacent to curb intermittent delamination and spall with exposed with exposed steel 25' x 5" x 1/2" Span 3: South sidewalk adjacent to curb, 8' & 16' from Bent 3 two delaminations with exposed steel 7" x 3" x 1/2" (popoutsj. Other minor spalls with no exposed steel along new curb also. Span 3: South sidewalk longitudinal cracks up to 1/32" wide and minor spalls with no exposed steel along new curb. Span 4: South sidewalk longitudinal cracks up to 1/32" wide Span 4: South sidewalk adjacent to curb spalled and delaminated with exposed steel and corrosion stains 25' x 6" x 1/2" Span 5: South sidewalk longitudinal cracks up to 1/32" wide Span 5: North sidewalk, 4' from Bent 5 spalled and delaminated with exposed steel and corrosion stains 16" x 4" x 1/2" Deficiencies in the top and underside of the spans show no significant change from the previous report. CORRECTIVE ACTION TAKEN: Span 3 roadway slab units have been replaced. Curbs in Span 3 were replaced. Deck top in the travel way of Spans 1 through 5 has been resurfaced. No cracks or other obvious defects were observed. Refer to Topic G in the Inventory Section for view of the plans marked As-Built. Page 7 of 25 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM BRIDGE INSPECTION REPORT Bridge No: 930227 Inspection Date: 3/8/06 ELEMENT NOTES Element 204 P/S Conc Column Note: Only the outside faces of the piling in Abutments 1 and 6 are visible due to concrete added between the piles (backwalls were jacketed). Refer to Element 475 R/Conc walls for any comments regarding the two (2) support piles at each retaining wall. CS1= Most of the piling in Bents 2 through 5 have unpatched pickup points up to 18" below the top of the marine growth. CS2 & CS3= Several piles have cracking, mostly as a result of corroding reinforcing steel. Refer to photo 13 and the following charts for a list deficiencies noted above the waterline: Piles in CS2: Pile 1-1: SE corner 18" below cap, vertical crack, 3' long x 1/64" wide Pile 1-5: NE corner, vertical crack 3' below cap, 1' long x 1/64" wide Pile 2-1: SE corner, vertical crack at cap, 1' long x 1/64" wide (outlines delaminated area) Pile 6-2: NW corner, 4' below cap, vertical crack, 2' long x 1/64" wide Pile 6-3: NW corner, vertical crack 3' below cap, 3' long x 1/64" wide Piles in CS3: Pile 1-2: SE corner, vertical crack, 7' long x 1/16" wide Pile 1-3: SE corner, corrosion staining at waterline, vertical crack, 6' long x 1/64" wide Pile 1-4: NE corner, vertical crack with corrosion stains, 7' long x 1/32" wide Pile 1-6: NE corner, corrosion stains in grout patch Pile 1-7: SE corner, 4' below cap, vertical crack with corrosion stains 2' long x 1/16" wide Pile 2-3: W face near N corner, 5' below cap, vertical crack 3' long x 1/8" wide Pile 4-2: NE corner, 4' below cap, delamination up to 4' long x 10" wide Pile 6-1: NW corner, 4' below cap, vertical crack/delamination with corrosion stains, 4' long x 1/32" wide Pile 6-4: NW corner, 18" below cap, vertical crack that extends up through grout patch, 5' long x 1/32" wide Pile 6-6: NW corner, 2' below cap, vertical crack with corrosion stains 4' long x 1/32" wide (continued on next page) Page 8 of 25 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM BRIDGE INSPECTION REPORT Bridge No: 930227 Inspection Date: 3/8/06 ELEMENT NOTES Element 204 P/S Conc Column (Continued) The following was noted by the underwater inspectors during the 1/28/06 routine inspection: Piles in CS3: Pile 2-3: West face, up to 30" long x 1/16" wide vertical cracks extending 7" into the marine growth with no corrosion bleed out. These are continuations of the cracks noted above water. Piles 1-2, 1-4, 4-2, 6-1, and 6-4: There are 1/32" wide cracks that extend a maximum of 12" into the marine growth with corrosion bleed out above water. The piles show no significant change from the previous report. Page 9 of 25 FLOFiIDA DEPARTiL1ENT OF TRAfVSPORTATIOh� �RIDGE MAIV�►GEMEfVT SYSTE6Vi BRIDGE INSPE�TIOIV REPORT E3sidge No: 93022.7 lnspection Date: 3/8/06 PHOTO SECTION . . ..- w �'"i�� l "7 .. � .7��' _ +r ��. . .. } . y�rp� .,, ....... � .MRY... _...ev.�.r ' � Y . - . . .... . _.. . � �' rr _ '" _ ,�,., . ___��. . . �. �V'Ss . TT�s _ . � . � i,,, ! �, d ' �� Yyil L.�• , ,� r � y .� i. .� ` . . y�.: "'«. ,,� �� i +�: . ~ ` � r ` .'" � � � - � `!:� �__ �_ - _-°--•.*..�_.. � Photo #1 Element 99 - Span 2 showing exposed and corroded rebar and prestressed cables at Slab Unit 2-4 • *r. , •. � ' , • �` `�+�" " � �'" '-� ' . � - - --- � � -�-- �i ,,;. _ . , � � .t , � .'� .- � _ �' � . �._-__ , �„ . .. -g►.. .•� , -; - ` ' - ; �"`"'c w �i Y�. . ' - •r - '- �, _ -. j � �i - .. �. �' — � • ..r : . . • N . ✓� � . .�..<` . .t� � � �: - w �w.., , _ ' � _..�7 A . . ai.� . .. MIe � � ' �• N . ��_ " , ., � I �_� .�� - - '� '�. T . � �� J.r'iL. � , . y �y�` , -��y� rF . . . _�"!!f�-'4ip�T.� �'"�" 7 ��u� y i�� . + y , "'f4'� . t. . . �� ' ��'�'.lt . . "�.'i��.� � � .. . �: ¢.. � . S , � !• �� , Photo #2 Element 99 - Slab Unit 2-4 showing close up view of exposed and corroded rebar and prestressed cables Page 10 of 25 FLOI�ID�4 DEP,,4RTiViEiVT' OF TRANSPQFiTATION SRlDGE Ni�►�VAGE6ViEPVl' SVSTENB BRIf�GE INSPECTION REPORT Bridge No: 930227 Inspectior� Date: 3/8/06 PHOTO SECTiOIV �, . r� � :� � .�. _ :� ....,.,e.—P - �-��:--� ,� --�°� _ � . _.. ,.� — ..-�------ .--- — "�."a - " ... - - - ._..�.__._ - _.. . I �'�.._ . ` . . yi_;�c- � .' I � t. �:�� .�� •��,� - . 5 {,� d y � � ! . �M�.' _ ., F y . . . � � � � �;.;:�r _ ..�' r - �s =-�_. � - - ' .�^' � � ',t , Photo #3 Element 99 - Span 4 showing spalls with exposed rebar in Slab Units 3 , 4 and S 9 'N, �,,I, ,�,� ,t � "�+a+i"�S„s,n..,-. � ; ��t � ," . 7 :. . t �:. . ... . ` ' � .�� .,t' ^t } . . � + . . "'�. a�� . . � �1►+�.� V ,r+�:': G �+.c�''s4��.:v�� . ,� �' , , s''`�'� � ` _ ' �: '� ; ��, �. s , `�="'~-- � . _ . • i � . . � � f y�� e � y � p � . � . - -� ."� �� ` : � � � �, '� � ' - �' � � \ . 'B'i' • ��_ - � - l- - . -- c - � . ( - • ' �_�+ _� �' '. "„ ' `�• 1\ , l� -- r ,,,•- 4,,r��5:.� r. � ` , ipC,;. �� .�1.� �;. - . � _ _ � . � - L - � �"-- . 5 -... � �� . f -._ i ' �• �-•_ _ i _/ - _ � ... . , - �� :.� � ... . � . K , � ��,' � . Photo #4 Element 99 - Span 4 showing spalls with exposed rebar in Slab Units 7 and 8 Page 11 of 25 FLORIDA DEPARI'Ni�NT OF TRANSPORTATI()iV BRIDGE MANAGEMENT SYSTEIVi BRIDCE IPVSPECT90�4 REPORT' Bridge No: 930227 Inspectic�n Date: 3/8/06 PHOTO SECTION �,� �� : � / _ �� -� � � , / �i' - � ` _ : ` � , R :� � - . s . �,s�"`� _ ,: .. . ` � ;', K .. �,�'��„<,;; . �. ; �� '. S +� '..�� t'. � � . - . �i. �'�{ � t ��:�l�i 'Y ",JFv �y .� v y _ .. , ' � � t s� 1 � ��'✓i,��ii?;r ' �; - , �.t' { . ° t` . , : F.: �� , � �,i;i�'. . . .. . ' . . .. � � . ':Y;L_ a`: _ ' . . 1 . . —.:�/ ' . . . � ., . Photo #5 Element 99 - Underside of a prestressed sidewallc slab units showing spalled and delaminated areas (unsound concrete) Page 12 of 25 FLORIDA DEPARTNiENT OF TRA�JSPUR�AT�QN BRlDGE NiAIVAGEIVIEI�T SYSTEM BRIDGE Ii�SIPECTION REPOR�" Sridge f�a; 93022? inspectior� Date: 3/8/06 ►'HOTO SECTION � ..I�� - �' �i 4 'I�� L=' . . . �� _�� ; K.v�:�� 4 � " . �'.� . � ' i'C.. . �_ ' _ . . � .. - . . , =r. `: ' •'..�� .t� . -- .- _. � ��,.r— ��.� . � ' °��' � at- ��°Y�'��a�i, '{ �� , �� :� �� 1 . , �� - �� . . � . . �� U/i � . � � " -' � -'�aoL� � .. . - . . . �' � "�rlii�. , ,. . �� _ � " - � . _'. _ �_ . � • .a�L.t { k) -'��` . -. .. _ _'r�..'°� , . - - � . --� - _� - - _ .. . � . _ ' ,.. _.. "-'.a.i'- -_� `�'-�----:,,..- _„_ ..�� . . i '��.. ..�.. ; - =�-�i , f � �"".-.:v�+e ,,..w,,,.`__"�'"^� �.;'�f.t �"' ,r�'[ .. - ,- c -- _- - . _ . _ ' . . ., i � -�"':ru;�{?y .� �: -- . . .. . � . _ '� �iar�?[�� ,� ;ay - 't..� . .. -.. �:� y,-_..- . . . Photo #6 Element 99 - Underside of cast-in-place curb section showing spalled concrete with exposed rebar � �t.� � � .�.� ., �e�, .: . � �,� � ' . ' �t}f; ..�.i '� !*. • }� c�. r+ '�``^ ' ,� � 't w t � �-� . �i �'hh' . _ � 4 ,,.d ., ' � . . . ��i k � . „k �"' k " y � . . K . � �' , ,�u ._. � 7 - .., f i ! / , , . � r . . ... . ' % . . ' �' j � � � � /� . �• � . , ' ' _ .. » � � s- ^ � �. � � ��_ � /'� � '�'¢+� r ,,,,t�� '_. ''gs'a►�"�!��- y�^� '��'' . >:i 'L' r`� -r..� �e -�� .w �,� `�4 T'��' .. _l�.13"�� -''':.� ':�� '�� . � " .. . . � _ i , - . ,' . _ .. t¢ :. 1 Y �.' -: �3ei'w!!f!�"'y� �"., _ , ' , � .Tv� . . . '_ � r ..._ f F _' � _ _. "1 ��. � ._ __ -- -_ . i .�e�� .. ..-�.` � �,.. _ , Photo #7 Element 99 - Underside o£ cast-in-place curb section showing delaminated concrete Page 13 of 25 FLORIDA DEPARTMEN7 OF TRANSPORTATION BRIDGE MAiVAGEME�lT SYSTEM BRIDGE INSPECTION RE�OR� Bridg� No: 93U227 Insp�ction Dat�: 3/8/06 PHOTO SECTION ; ' ;�„_ -�_. _ ...�, ''� r � ' • �� , : �` i � ,�.,. ��,. �I�j1�,�-- _ ,"'¢� � _ _ t , �� .'+�'�-. � �� Y � - .; F. . �r � ' � . ' a ' "`��-8+_LY . c . - . � � 1�. . . . . _ ! ,w +_ • � � _ ... . . � � ,�,. � ��_ �'r1 i° � :� . �r :F _ - .=�' . _ �. ' _ }MY:9� NF+� � �' ' �,j _ % . _ ' ,�s _ . �' � � .`� .. , . �. . .. ...�.:. .._s.. 3 _ � � ,� � � j -, �� .+.y , �� Y � p�' T# i I t, } �,. �"'�. , � :I �,4' __--- ' } ,• _ "' .`.i`"" '*� t �Ef' i ��.�, +"�-;� .� _ __��— , . . ` , i �i. . ..�, r,� '�Y• y .e11 %' �� _ n � �� {r(I ` `{ � � - . t.�c,� � i - � . �, .., ,� - :+� -- ::.> , _ "� _ Photo #8 Elemenr gg - Typical view of heavily corroded utility conduits on north side of bridge � I � ..�.-�- ; � � � 1'a .��.� fh �« , ' Y r; � i �S4.� e ' . '�� -`' ..yvf. ' � � i;ti€ i,► i ;. � � . �y�s . �i..' � _ � ,� z �.. �:.e:l � .:1� , ;i-. � 4� �..., c.� . � - ` t� � � � � �:. v � � �i 7:� r �p � �•. ..,,�, .S �.--ti �1 . M• .� , � : . � ...-:f�7ti�s�i7e� , • � . . � �� xp�.�'��- � f' � � Y;'':.,R�'vt �, f� "r'.:r �. ., . . a: � , . . _. --, � � . . _ . .� � _ . . 4 £ � '> _ . �,,.� `u',- . .l 3yS:� , �hry ,,,f„y.�'aar 'r�� ; �.�b_ � �ri�( r��rty�1K'� y . � � � �� •� y �' .. . �� d �� ' r ` ,. �� , .. . , . . � - .. � _. � � . . . ; ' . ..._ . _ -��. i ,$.; ' Photo #k9 Element 99 - North sidewalk in Span 1 showing spalls with exposed reinforcing steel below utility Page 14 of 25 FLORIDA DEPARTIInE�➢T OF TR,ANSPQRTA�Ii I�f�! BRlDGE MAf�AGEMEfVT SYSTEM BRIDGE INSPECTION REPORT Bridge No: 930227 Inspectior� D�te: 3/8/06 PHOTO SECTION ,,. : ,, � ;� , , /� ,;= . .. -_,#-7 �, � . . � '� �:. . . , , . � �c:.�.� . . � . � - . '�`�2,. ,.,_, � � . � . �� . - - � . - . .. �- - � . ' _- ..:a�ti�'c+'.�Nc3t''.rs:i? c,i,req.� .1 f -. ,TN 4 J� � J . , ' . .�"" � " . . _ . ' ; " , .��._�z�3.�' � � � '� . . , . - . � a: nei�,.-� ' �'. �i ��4 L ��-}.., . — _ f'�7 r t"-:_ �:.d > 's�'i �. , ;.• �,^ _ c .f .. i Photo #10 Element 301 - Typical view of open sidewalk joint � l ,�" f' `V� �, ,,� ��ae�� a.;��x;�.€ , 1 .-�, _ , `� � ' '1-' .u. .. . . , � ' — — - -- --- —�� . ..�°- .. .. . ` . „ •fik� .�!.��., r' . � _ 8}r . � � ,Y '` � Photo #11 Element 331 - View of spall with exposed steel in bridge rail post Page 15 of 25 FLOFiInA DEPARTMENT OF TRARISP��iT,AI"ION BRIDGE MA�AGEMENT SYSTE611i �RIDGE INSPECTIOfV i�EPORi Bridge MQ: 93�J227 Inspectior� Date: 3/8/06 PHOTO SECTION - ,_ . t � _. ��;�: _ -- - - _ �� .; - �i � � . � 1 ��`;� �� -`� � _ . .- --� -- — \: ' _ f:_ -;�� _�-- _ � � °j , A �� . - � �, . 1 . ' �Yf , �R � . _. P � � �� a: � � � � j � ,s, � . `�, , � i ' , �. _-_ .� � � '` - � � /- ,, '. t l � �_ �� ; �� i� �. � ,�-, ` ,r , , � �: +�� '� ''', . , ,,� ' '� ^ ., � �" , . , � _ ;:� � , � � . ,� � r . . . ' t i -:q JS� ^ '� _ , �' Photo #12 Element 331 - Southwest guardrail showing missing anchor bolt nuts .. - ...,�----- . _ - � ;ai-- -- 4.:-`-,.�."'�.4- �_,, �,.",, ' - . - ;_..: ::..�-.,..��"�� ... _ � - ; , � ' — �~ .1 � r I � �. .. . . � . � _. . .;7 ' . , ' ; . ---�._.. � .. _ n " " _ . ` --. . . , . . r . . . , � � J —._... _ . - ,.,. .... _ _. . . . �. , , cf ' . `_ : ' ,- � • • � ' . � �`�- `� vti� - . � " -�->'-� `_� . , � . �' • . � . �� .>�� . ✓ . . � . '. � � `� �� ,. � . '-- � _ C � � , ' , � "�� . > � � , ! ,. s �� o �� . . . .. . �'� .�.` t �;: ., � • � ' � • - \�� \ �� . ' / ' '� { � '' I�� • . � _ ' � ` ` ' . ,� � . '. � �- , . .•� -G - r `�� ,+ .�,I�RF� � � rr ' t e �` � � - ' : `, � � t'U �4� ' :��JS�� t � ; , / .h �}�.j _ �. . � 3 '/'� � `/R� :� ' i .. Y y .y� . . � +} i'�k� ..o � ... �' � '..t> .. . . ,I .`�a, a.t �.��'i..r ,- x.L.. . .,,; ,�� P.�� ¢. �� ' II � ��';�.�'?�`•F'•�c .t '. � Photo #13 Element 204 - View of vertical cracking on piles Page 16 of 25 FLORIDA p�PARTfViENT OF TRANSPORI"ATION BRIDGE MAlVAGEMENT SYSTEiU9 BRlC�GE IN�PECTIaN R�PO�tl' Bridge No: 930227 Inspection Date: 3/8/06 PHOTO SECTION , �� ' f ' . . . ` _` / , ��,ti::.._..___- ----�� _ _._ . �;, � _ /; ...,_.� __ _ , ►7�'I i .�� 4 . ,t ��.,. . �+ � 1 t , v ' �' "�' .. �tl ' � . � , � � �' . �; t4� T " y � d 7� y:. .'�� `r= . I . • . y �' �.` + , 4 � s;� r�°. - � - ti, = � :f � ls'�� '' , . � re � , , fY1 n:� , �j�•-" .. .__ .. � . .,.�..—_ <:-e-.+�'^- :*` _. , . "t+ti .-�t'c' - _ . . - _, � - . ,. . . . � .... . ., � _ � ; � Y ,�.�� , � I Photo #14 Element 215 - Abutment 6 cap showing spall with exposed rebar on bottom edge and delaminated area on top west edge below Slab Unit 5-10 rs • �. ' .'.:�� , �� .� } •l�'p� � :'`�i ��b � ��. . _- �#` 6 •7� {�+: �ws. �� ' ' ��.�y ... � j�p �� ., i� �, � ��'/`"7 ' q �J ��.. � . . . � � '�x: �' �# , . i E -. . � � f� "� � � � _ T � �.'� � 'S :` `- :`� ' "p ' �j' � i � `'� � ^:��.� .'7� r. ��_fy'•• . . �'� �� .: � q� ' f �,� ... �:<�� •. Y''� a f ` � . � �� `. ��je,S . . _ r,� �, � ` � �� + zas[a' . ' �� ' - . .w, f � -. t -_-..� N � •rf!( M � 'W7 l�.j G � . � .� .(i� _ , �.'�� _ . � .F,✓i� r: . . .• . �� `,�'4�i"�� . / •�:•. ' � g� - 3 , � /� f s � S i rY � �Rv ` ,F` = l. � . - '-. . : . > . �z'`t.9 .. _ . ._._ _. .._ _. ' � � ' �s.' �L�.,-.:�.. ',. '_. "" F��Y<T.y'�.-� ' . .. �n+-�" , . j� , � . ..� "_. . _l1�., �� __ .._.. _ .�,_- �- � � �� •�. - � .._ _ - , .� .+�<.i}'p' . ��_ _ . . w r � > . ,. � j / � � �_ � • . f / . �' '� ��_.. _ __ � '�� .. •-1'� .' �;,i.. . y "� � `_ ��.., . ;+��1 _ � �� . . . 1 ..� "' _. .... Photo #15 Element 234 - Delaminated repair in bottom of Bent 5 cap Page 17 of 25 FLORiDA DE�AI�TNIENT UF TRANSPOR�'�lTION B�iIDGE i1�iANAGEiVi�NT SY�TENB �RiDG� INSPECTION REPOFc°I" Bridge No: 93d227 Inspection Date: 3/8/06 PHOTO SECTION °,.. ! ,, � <� _ �` , � - �s, �; t � � :,� � f :� .�[z��.y��,'•�'\ �::��?�� a_ ':' '. � .,:�� '�'_ r " I� - � 5 w ��— 4 .�- � �' � ?� 5�.;�a ` �� `;�. . 3 � ' � t �� f t �� ' – -- • ....�.-.,...�;�,.��.. +,�. , � ��,- �.; - �. ----� :+'.`,y,- *a , — : ., ,..,, --.�--. .__.._ . _. ,.� . . . ----.. :.�. __: �� c�e�.i;sa ��<..i, �'�:a�:'_�ie,�o ,�hs,.,,zs,� ' -, . . - `� �'", ��r " � ,� i� t': Y ` i- '� - - , � '� �..; .-.� . .,` b � I �, - , . , , . -. . _�. . . ... � r �i �- , � `., . . � �� ^ ^� _ �:"._.. ^, �T'�M•�g�[•� . '�.qft' � ` `° �r.�.. �A¢��aas� � �� M r . . . �.. -J. '�� .. ....�,....— , - . ... � — �,� � c.!w� . , �t� � �'�. �._.�� - � � .+-..... .. � � . . . - 's�- -.�� - . .-. _ -�� ,r - . . . . .___ , . ... . _. .�__. �_....� -..-._q�, "i Photo #16 Element 234 - View of rooted vegetation at north end of cap 'I _. � - �,... �ii �a n,� l I � � �;,� :� . , ! T, k , L4 h t��. �� µ Y .. '. . r` � , . , � �.��.. �: � ` _ ?'�— ' r . . ~ i� 1 -. S x . �.a� r�,. ��.. . - . ..ti�nt+ _ � : . '�' I '�+ - � _ Mp � _ � . ��, _� 1 � t - _.s..,..«1 `y '�� Lp � � � y� _ _ �!: - i i L ••.�� . � � �� _��•i .. _� � .,.� . _ t N � � �� - `- " ' T ' , r _'-�y�y ' i � � :'.. _- s;''!. : , . � . � �..: � . y4 '�_ � - `'�: , .\' 4 � � �� • , �'� ... . �, . � � ` �_, .�'� � , -. . j � � 'f- . . . . . � n -: ' Z� � � - �� ..' i -�' .. , , �� .� . . �� - . . � �` „ � � t �e _ . i . � '! ��t .. ir.��c�� '4� . .. . . .q �� . �. _ , _: Photo #17 Element 321 - West approach showing longitudinal cracicing izi approach roadway and transverse cracking along approach slab transition Page 18 of 25 FLOF8IDA DEP'ARTi1/iEN7 OF TRANSPORTATIO� BIRIDGE i1�AIVAGEfVEE�1T SYSTEiVi BRID�� I�ISPECTION R�PORTi Bricige Nv: 930227 Inspecfic�n Date: 3/8/06 PHOTO SECTION - . ��: y � - _ i , �, °,,'� � � � � ��ik� , , ;1',' , ` `�-,-_ �. , , ` , ii� '' { , ; - � .=.ti , . � , :"�'�—"` �� ie �-.c? ; +5. � ; - �1 � ' � ' � ' h?; � •,� 3 ,� r ; , , y, ', � � ,� �. . t , ;.� � "- � �_� . _.. . : - . i . k , . .�... .��. .- i' ,,. , ;� . i , , , 5 �,�.a� '.: .� , u�, ,� . . � _ . �. � .. `�' E a�. .. � . :�+ ` r . t .., _ .� _ ' . �l l !' _x. � , �: , � ' �^—�' � ` �� > � s , � . - : l tt '�'Y /' .. '�. r l� f '.'� � � : f lr . .:�! "'y . ' , . . . f � � ' r .� � �� r ; . � ' .. . J�. ' ,� ti ,� �.' �, . ' �. . � - . , r � . � � �'C, . � - . . ,_ : �'i . . � Photo #18 Element 321 - Southeast approach sidewalk showing spall with exposed steel on outside edge. Arrows mark limits of spall ,kY►y�i�, .'}3Yif�",.- f -�� -�r. � — ��_... - a �� y .. �.u.J •` - :wcw#�M�tr � , � �,� '� J s , + �' t �.w�ar--- i .�:�� --=� y�. �,r�ail.n`r� .y+ �.� �.:� �1.�,�:.i �'.�.L' d,�ii , , t.r � �' �� .—,.- A,_ _ . . , �.. ._;� ,� . - - � _ ;: ; _ ' - I.�,. v � ' � _ _ ,� � �,'� � `` J v� `r as:. ��— �Y ,�� 1` `t ;� � � ` o- � .. �.� � �.a. .�'� ,•�.. "'� ` �-�' � � "� � , �' � � , . �� '� , -e°�,�, �� , - ,,�,. �i' � ; � r w � �c; �,�� _ � ; � '� "� ;. : �� F 1 - . , �: , � • '�i" � ;,•�. � � � � !. - ,'. V �. . " - � �. _ , . �-�; � �:� �� ' , V: .�}. . . �- V � . • ',. . . � . .. .. . . .. .:...... .... � . Photo #19 Flement 321 - Northeast approach sidewalk showing exposed outside edge Page 19 of 25 FLOFi9DA DEPA►R1'fVdE�T' �F TRANSP(�R7A�'9Q� BRIDGE f1�ANAGEMENT SYSTEfi� BRIDGE INSPECTIO� REPORT Bridye No: 930227 Inspection Date: 3/8/06 PHOTO SECTION - ,, I i _. �_. . : . , _ , ,x`' - � �, _ ; < _ � j ,;�;, ., � . � �t ;� a .'�, I -• .t� , ..:A . . �"" ":a�.� ` ' �r ! ' . 4 �} .. = - C 1 ' ' I � .. . , • � ' • �': r '`�-� � . /,_ �c:' ., . �:..� , .:; � �� . , :+' :t Y . r • i �;�� R j ,r `, , ' ;�� . • ,�,; � y �, , � • . . � . . a" " 1 � ; �..� a �' ` ?.- s :: ' ?� `'. ti ; � r�-., - t ��.+ '' � � t . 3. �-. � � a R � � � : ,.�� ^' 7 ;� �`'i" i � .. n , . . ,• 1 , .. } � . ti {�. • , �.. � ' �� •'� . y. ` .i � . /Y' -� r 1 �'r *. i. 15 �� -'r ti ' . :' -t., � �. +�, f �'(k , .. r;, � < , ` - �t ,'' w � ' • ' ♦ "}' " . '`; *` • � r.a� � � h � ~ f ° a ' � ` , , ,: �� - • , ?i• ,�� . �, � n , ``'j�.. ; � �, , k .1 , �P'�' r' ��:v , �T . �1, ` � t • • ; � � 4 � ,� ,: �.._ �:.. -�; '''y� � �"� ,� ' �:'1 , ` Photo #20 Element 321 - Construction debris on approach shoulder � � � .�, � � � � < �,.��,, � � �,"�. � ,iy �� r .f:' rf��'- . . :�i� „�:_ ' .. aP .,��='�,� � e. � . . -. - � . . . . . . ��v' �.. . • - . � . * . . � , . - . ! . i ' � y ,. � '�� ,� ` : � i � I ' ''�.�� .' p ~�� r .=� ^ ' • �`�,� . t. : �'.� ' � � '`f; � •� 1 ,vy, ,, r w,T �� `. � �''��K„ T'l- �� `�;�, { � H. ''�` ��' : � � ; 1 ;� -.� �j'4. ' . r c ; +.z �y _ -t�� ;*�.��:. " t �i � : `��--„r�„ s ia� 51' : f � ; i � S �p +v , �., 3` 1- . •.� K �,� , i ' '� } �i� �� ` F_ � ,� � . .,,, .� f ,. . _ - .� � • . -• _ . . . , . . " ��. : .£ - ,'K�M\ r� "" } t � . . ' �r ��.r: Photo #21 Element 475 - Northeast wingwall showing cracking with corrosion stains on support piles Page 20 of 25 FLOR{DA DEPARTMENT OF TRANSP�RTATION BRIDGE MANAGEMENT SYSTEM BRIDGE INSPECTION REPORT Bridge No: 930227 Inspection Date: 3/8/06 RECOMMENDED REPAIRS Element Category: 99 PS Conc Slab 359 Soffit Smart Flag Remove all delaminated (unsound) concrete throughout the underside of bridge. Repair the exposed prestressed cables in the underside of Sl.ab Unit 2-4. Repair the exposed reinforcing steel in the underside of the slab units. Repair a11 cracked, spalled and delaminated areas in the underside of the slab units in Spans 1, 2, 3, 4 and 5(roadway and sidewalk units). Repair all cracked, spalled and delaminated areas in the underside of the cast-in- place curb sections in Spans 1, 2, 4 and 5. Repair all cracked, spalled and delaminated areas in the top surface of the curbs and sidewalks. Repair or replace the utility conduits along the north overhang. 301 Pourable Joint Seal Clean out and seal all sidewalk joints. 331 Conc Bridge Railing Repair all bridge railing posts that are cracked, spalled or delaminated. Replace all missing anchor bolt nuts at the northwest and southwest approach guardrail posts. 204 P/S Conc Column Repair all piles that are cracked or delaminated. 215 RfConc Abutment Repair a11 cracked, spalled or delaminated areas in Abutment 1 cap and Abutment 6 cap. 234 R/Conc Cap Repair all cracked or delaminated areas in Bent 2, 3, 4 and 5 caps. Remove vegetation from the ends of the bent caps. 321 R/Conc Approach Slab Repair cracks in approach roadways and along the approach slab surfacing. Repair the fractured area on the outside edge of the southeast approach sidewalk. Repair the exposed area along the outside edge of the northeast approach sidewalk. Remove all remaining construction debris from the approach shoulders. 475 R/Conc Walls Repair all cracked or delaminated areas in the retaining wall caps and plies. Page 21 of 25 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM BRIDGE INSPECTION REPORT Bridge No: 930227 Inspection Date: 3/8/06 SCOUR EVALUATION LEFT SIDE LEFT OFFSETS 100ft. 10/01/89 10/26/05 01/28/06 03/08/06 Chan e 01/01/96 02/24/04 01/28/06 03/08/06 Chan e Abutment 1 18.0 18.8 18.3 18.3 0.0 20.7 21.0 20.7 20.7 0.0 Bent 2 21.3 21.4 21.6 21.4 0.2 20,7 21.0 20.7 20.7 0.0 Bent 3 23.3 24.3 24.3 24.0 0.3 21.7 21.9 22.0 22.0 0.0 Bent 4 23.6 24.6 24.6 24.5 0.1 22.0 21.7 22.0 22.0 0.0 Bent 5 21.0 22.4 22.5 22.4 0.1 23.0 22.4 22.7 22.7 0.0 Abutment 6 16.7 18.1 18.0 17.8 0.2 23.0 23.3 23.0 23.0 0.0 Waterline at Bent 3 16.6 15.0 16.0 RIGHT SIDE RIGHT OFFSETS 100ft. 10/01/89 10/26/05 01/28/06 03/08/06 Chan e 01/01/96 02/24/04 01/28/06 03/08/06 Chan e Abutment 1 18.0 17.8 17.6 17.6 0.0 23.0 23.0 23.0 23.0 0.0 Bent 2 21.3 21.3 22.0 2i.8 0.2 23.6 23.6 23.4 23.4 0.0 Bent 3 23.3 22.7 23.6 23.0 0.6 24.0 24.8 24.5 24.5 0.0 Bent 4 23.6 23.8 24.1 23.9 0.2 24.0 24.9 25.Q 25.Q 0.0 Bent 5 21.3 22.0 21.8 21.5 0.3 23.6 24.4 24.0 24.0 0.0 Abutment 6 16.7 17.5 17.7 17.4 0.3 22.6 23.7 23.3 23.3 0.0 Waterline at Bent 3 16.6 15.0 16.0 NOTE: -= An increase in degradation. Blank box = No previous measurement available. Relative Channel Pbts Are Not To Scale. Any Vertical Curvature Of Datum Point Is Not Reflective In Pbt. The wate�line and mudline measurements, in reference to the top of the bridge rail, are provided for future comparison. All measurements are in feet. Page 22 of 25 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM BRIDGE INSPECTION REPORT Bridge No: 930227 Inspection Date: 3/8/06 SCOUR EVALUATION Left Side Profile -+-�oro�res -�-�ortsioa --+-o�rze�os -+-oaroeios E E ¢ m m m m ° a 0.0 5.0 10.0 " 15.0 0 > 20.0 25.0 30.0 Relative Channel Plota IUe Not To Scale. My Verticel Curvature Of Datum Point Is Not Reflec6ve in Plot Left Offset Profile --.-ovot�ss -&-ozi2aioa -+-oineros -+-oarosros E E a m m m m 6 0.0 5.0 10.0 15.0 0 r � �.� 25,0 30.0 Relative Channel Plots Are Not To Scale. My Vertical Curvature Of Datum Point Is Not ReBective In Plot Page 23 of 25 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM BRIDGE INSPECTfON REPORT Bridge No: 930227 Inspection Date: 3/8/06 SCOUR EVALUATION Right Side Profile -+-iaoiias -� �ores�o5+ovzaros �-osroe�os E E ° a m m m ° a 0.0 5.Q 10.0 x 0 15.0 c z 0 > 20.0 25.0 30.0 Relapve Channel Plots Are Not To Scale. My Verticai Curvature Of Datum Point Is Not ReNective In Plok Right Offset ProBle -�-otrotrss -.-oztzaroa -+-otrzeros -+--o�toe�os � E E ¢ m m m m 4 0.0 5.0 10.0 � m A n 15.0 0 m " 20.0 25.0 30.0 Relative Channet Plots Are Not To Scale. Any Vertical Curvature Of Datum Point Is Not Reflective In Plot. Page 24 of 25 FLORIDA DERARTIIAENT OF TRANSPORTATION BRIDGE tl�2;�NAGEMENT SYSTEM BRIDGE INSPECTION REPOR"T Bridge No: 930227 Inspection Date: 3/8/06 SCOUR EVALUATION � _ _ , �,�__ � _ , _ , -.��.�: � .. _. .. � �y ,rt- i I _ - _ - :.,.... - . . _ y�,.c.-�; . :_ �_ ... . . ^ :.w.. ..� �'��-.:� -'��,,,�: ,�,�,,4s - �'v.-::- . -.�.- ..� � .� .. �.�.,,� , • - . . . . -..��.�. '�-�r` J .;"'� � � -+�-'�� ` .a�+ ,y"��i� . . �r - "'�,�w �°"'•�,_ ^.�"�u,� ''�p`s,,c "+e�, . . ��[_i',. ��'-.a�, � � '_�,-+t� .. ��'� ��T-_�.a. , .. . . „ � . °-"�� o I � : � .. .. . . . . . . _ ,. . . .. . . � � . _ . . . - . - . � . � � . , . . -' . �' .. _. . ` . . . � � � ' I__. � _ . ... � _ ._ ._._. .- _. . ..-_ . _�_t. ___-__' .. _ . . _ . __ . . __ i ..._ _.__'-.' _-.. _. North channel (Left side) I .� ' ',� ?'s� ,r i �ti��_ --.. _, _ . _ . ..,.. _��.T2tF�"-!",�"'?�f1�L. -.� �. - - � _ � .,, `� _.� v w �� _ i°' �. , � � � . - : �.::.x. � :: � -: . , . . ,. -• � -: - . ._ . y i..:cc.,,"�pt,"� x 4. _ . . .. , _ -�^�b� : � . - .>. ��.' �rn =. .� - . . _ .?l. �; � � • . µ�� .. _ , ^�_ '�_ f � y " X' �:.�..�_ ...r3M-�^'_":. _•.�ly�� : "-=�.r... .. .. '. �." ... _ .:�'r` � .�1� .'y'4. _ � . . . . .�. ::�. ,,._�. -3 , _ . �_ . . _.. __._' �. - _ . . F•. �«. " � . ' '� �,� _ � _�� _ .. .. . r( _�..:.v ��i�.,C� 'a� .�'r�� «-z =.:�'�`w..'.` _ � ��;, = '._`:."�."`. - -- - I '-�Y y � ... - � . - .� !, � il��i0. :,� {„J`,..._-f t � �.:o' ' _ - Y '� � .� - f �.�r!i'' - ' . - _.�;�, x ��.�� :r..'.i� �. - t - _ ,- � r ,''�' .y .. - x � "� ' �. South channel (Right side) Page 25 of 25 SECTION II . INVENTORY II. INVENTORY INVENTORY TOPICS A. Photo Inventory 6. Location Map ** C. Data File and Reports (CIDR) D. Load Capacity Information E. Bridge History F. Field Preparation 1. Tools and Equipment 2. Services 3. Scheduling 4. Site Conditions G. Bridge Description and Drawings * H. Identification of Fracture Critical Components I. Channel and Scour Information * * 1. Channel Profile * 2. Scour Screening and In-Depth Scour Evaluation * Not appticable to this bridge report. ** Included in the 3/8/2006 inspection report (Section I— Inspection Reports) � TOPIC A PHOTOGRAPHIC INVENTORY FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYST�MI Bridge No: 930227 Photo Date: 3/8/2006 PHOTOGRAPHIC INVENTORY - __ 1 I � �. � --•— - - - - .�i.+±*_� : �er�'� _ - . - - - --°- - �°� � �, I - I .�.. �-'.. __T � � -.:� ��_' . - �-_ _ -�„�._ -�- - -. - . _ _ - —" -- -z�.---�.:_ _ _""�`—_ _ _ - � -•_ _ .. .s.. - �„ �,r � : �_,� _ ""�7! ,� �- ,4 +�► I � - ,-•-, ...-+ � T— _ ��'a� :�`,�^-�. � r �ca�y : �. ^ z�c`' y •� ��., , a,+��e.y,,__�_��'�_ y. ' ''-'" - ..n;;,,,,x ,.. 4�"r„��''��•s�t . �;-� '� R +�' .. .�*� �--..w ...�, � ' y . �� .. �" , ��`_9 ° �� ' ,�_A�"�x �� . 4� :� �i' _ � r r .,,,� 3rT' , , ; y ., u r:•� , --.�- - , � �^ .tr�a""' ..--- �`' - �North elevation �- — --_ _ __ _ _ - -- - - _,�x;,� f -c_r,��....._ .. :_•: _ : .:..._ ..- -- � $ �--�-TT.��..T-� ti � � - ,,, s_r - - - - - � , ,w-:�� _.. _ J .. _� i! ��;} �j _--� `�_i ; ..,y� . - - - � — � -..±.�.- :c _ o m �,'-' � . ' �'�'�. `- "'�'�..."' .�-=:.._.,�._� . ..- - _ .. _ _ ` _.. . . ..; . -- `� � � - ._ -�.�_ .�....�:w...ro-.: . - _ .. .:.. .� � � _ � , , _ — ,' -.,....-`�-�r:' - r.�+....._.-�-_ . y�- ` ... __ _.... _� ��....7�:�.:-e'� _ -_ � �` �ty�� . �_..� _ _. _ �. . - . .'='�'.ae?` � ",A...z,,.,�,..�`_____-.e.�"' . � .. ' . '- � '^��-e'"' !''` } . " _` � � '`'��``�..--�" -�."�-�.�.+ � . -_ , . _ . ,. -a. � . � � �... . - : � ". - . � �x� �t . �.r+ ;.'-�,..` `�^-- --- .. - '�'7:`�'°°w^ , . . '' ��rs �.� �N , �i' � ,� ;.'..+�wbiMB..�;� _,�,-� ..� .e .- ._- rc„"!A` � 'a°�%'" .. ' `�` _ .'.a� �' �r. M_ _ Y . � ... _ +." " ' ' "F I - �/�':.� �_�'M.� � x � ..,.' - . ' . � «_ -- _ _ . ' -t . _ ��l� _ M� ."a!� ,' _ _��_' . . �_;,N .�.L. I � . . _--____2--__... _ _,.. S�'�d�'..__-_ �.:�'.'k South elevation PAGE A1 OF A11 FLORIDA DEPARTMENT (�F TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Bridge No: 930227 Photo Date: 3/�/2006 PHOTOGRAPHIC INVENTORY �� _'\\ \ l x �" � A � , „ „ ,�-� �; � �, ., � ,; , q - � �"r � � ,_.. � �;�: Y�,r: , v�_ T . (�t�� -' ,� - - - '-= :tltt:�.kE:t � -• �� j�.��,: _ � �. �E��,� .r'= _ �-�.�- _ -�"�,� _ _ � � _ .� � _ � _ :� -_ �;. � � � � � . � ;� - - , � , -��4 . \��=` . ' 1 � � y_ �d � �:-. . � . ;. t , . u 7 � ` y ��`• I � r .� l t .' . . , . . • � � :1. � �� _ . i vr dx i � � . � � ; : ,� '� }; _ ' `�,f�. + _ _ � _ � , . � � - . -. ti.� .. � ' .�44�.�j. �.....�+ ' ' � . . i � '- ,.. - . . - i = � � . _ . ��' . �', � :. West approach looking east { � W:'� . �I� �. N ='�$ _ . -- � -- � -- q � ni •� V + . .. Ji.a }P'Fd'� I I � � i ,. �* y�' �- -` '� _3�3 . :, rrr �11 '� n , . . � k�"_ '�� -:_. . � , ... �3��• -._ � l ' _._ 4•,\�• .. . ' l..7F � <vJ 14 ±� � I _ . �R:�� .. � I : , . - . �� ;� I �� r .. -- � f5 f . �, t = yR � . '„ `, rl� ut" � � } �� i /} l --r' fi :�}< :3^�, �, e � � � - � . � � ' � {�" ` lyl6 i . , : '�;d� . � � i y�. i � � F �,� y : � ; , ,y „ � ,;�: ;: • ? c a A � : �� ): ` ;� ' i F ! � � �; �t--'st r . . : �. F ,� .O�r ,� }:�'.. �� y�, �, f f� �. � f�£�1�', �'M�s �./' -- .2� � _ .i �� ; �� nt , j'� �.�Y. �� 3� ��... fr " � �� jf.� . '�`x � : �� Y ` . � � `�n'. : , f+ { �- ' �'I �i /• �4k<Y . �. . � , 1 �f.-r � r'r� . 1 {� r-0 � , �� -- � � West approach looking west I j PAGE A2 OF A11 � FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Bridge No: 930227 Photo Date: 3/8/2006 PHOTOGRAPHIC INVENTORY � � _ �' . . . ... - y' ,� � �`�`: ; �d' w, , y. ,. . ° . ,.. 4 �� . � � �_ `I,- . . . ..... ��fi�. 'r � ��' -- -- - �-?... . yr ��i r"r : ,,..y..;�'"�.: - :�� -..a ��.,.w..<., n� _ . ' C-." _ _ �_ . ,. __ ' .,. . � � � \ ., � �� .. �y Mr. .. -, _w W ��_.... �..� -" _wv . � �" r "��.-....::..... - - s -- ' � ' '� � _ 4 • � ... ... .,�.."_'''t'•v. .. "'.'.�,.—.. v_ _ '.{ / ;. .. . .' i '• . . ' . ' � ��" . . � .. . ' . . . ' . . . T '_ . . . . . �: . , . ' � � ` ' �1 • � � - . East approach looking west - ----- 1 ` � �" ,�C ,r �`' ��. �' . a .�,z 1F�..�.�,,! �' �t r�, n'� y �;' -l-, ��'�' �. � ' ,y� � �+ � ,�7'. I �'''��'.� � �"�`.. •jw ., ' �; t w� '� . r � _ Y ` .I_ �t��`. �� ,r. Y i �+, s'a� � �./' � - _ __„'-,--� �''� , x �� .� t _�� I � *'s, $ � _ y ✓� '�'' ' t `"�` _ ' - ;-,�.,. " =�"".":�=� �r�= _ - - � " �� - �- -� ��"" t"' _�� _� _ ; .. y_r :,.� _ »rE` _� ° ."7�,�v..w. ; ,� . 3•,. - r .;, .: � i� r', � � § �- � - 1- r � ~`�` ��'.� ' _ "'alt ! �'�� 1 •�4 _ I in east East approach look g PAGE A3 OF A11 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Bridge No: 930227 Photo Date: 3/8/2006 PHOTOGRAPHIC INVENTORY � �- "�`; `�A � - w�. - .3 ,�,�. . II �. .�..,. ��'� Mr'{ r � - ' � �.�� K y ��'. �� L1•cl!'� I �� , �� 000 �� ? . Y ..5 �� a'raf 8�/�• .. — ��.. - j 7 . ��K ��', �� - _ � _ � _ � •�• ` . . .. �� ,_ y � � � � � .�� .�� .�''= � '!}"`"1s,. �� ? .� ._ ,.1 ,- '�y � . -:l� � - ' ��• !�q�,�� _ _ •:�y,.:. - � ;. aR° _`��' i � L� - i �` r` �} { j s ,� y a�i ��'� _ _ .' ' F` _ . ., . � � ! �� ..�,` � . � ��:k�.z�� t . , . \\• "- Y '; � .is' �� - _ \ T� � ,"&r .{i d r � � � � �`\ �. _- _ y.: : �:a-.. `� \�.\ '-�,' ""�r .. ,-- ��:. � � � � �.+ '�` �r S'�.A'Y'+y l;, ': r ..... F .-�. �. � � ,� :� :1;,r i, S s � r . ... . . - _ . '"�� r-c . ' ' f I 1 ��;�,� rs F �. ,{C,. kr�. I; , � ar" `� � a::�,+it,.. d�s3.ts.t'.�-°�".�� d�� ' "��. �� _ . � ' f , � 1 ' M a ' C . i �'t�� i �� 4� ti . . : . . . � � �� = �.� �� _ .�E"� t`F� i '�Cie-�� . _ . �'`� \. r �.��k`�e .� � �' `.�wy�� Y. , �,t r �{ , .'f�d T.fu'i, v . .^� .� . �`.-{�,° f `' r4f..':� � Overall view of bridge deck looking west to east _� . . . `^' � . ` .J . . _ T+��^ ��ey. � ��-,� ��j----'.�.► _�� `, -� � �---=--=�;��`� � 4 ��`'� ',� , '` , : J � � '�� .`' , e� � � �' �.� � ��'� ' �� . � �.. I �� . r.,� ' �' �� ....� �. � . �� .�: �, -_ , � � �: _ �-�.�. . «��;- �� '� � ,;� ; .�,, r.� � ,:; 3 .�C� `' .,tFa ;�s-- . Y , T� : ,r� a View of Span 3 deck top looking west to east PAGE A4 OF A11 � FLOEiIDA DEPARTMENT OF TRANSPORTATlON BRIDGE MANAGEMENT SYSTEM Bridge No: 930227 Photo Date: 3/8/2006 PHOTOGRAPHIC INVENTORY �� .. �:, •�.' -_ .. • . \ ', /��- . �`t� I' � � , '7�� 'Q . I�� E��" �, 1 �� y L T� r � , ~,� a7 t �� T' � T � ��y . r •T r '� ' I l�, ` � �� , � �j�i � 1� ?ycC n :� ��PS. �,/�� ` � . ,, t f �r < � • s. t .r � � � , -, �r .. �� r ` �% �`: ' �. ''' �;1.�j .� ' ,r4; ` 5i• ' �' ��' ��r� � �` � I.' r�'Y.�'"' `�f) .. �.�.7 � �' la, ti+ � . �� , ��! �:, '� .,a:t .�#t � �, yy � �j�� .. ! .. • ��. ,.� i,,�, ;�'��+ '�'• - ;�ttt�, .f+' "'�f �''�.� r� ° t., _.�'�. - �� .° . � l rf � �r '.�~ � /v�h 4�.. �'y tf�' t t Y� . y �..� ..�. „� �. `ri� �I ' *��1 M� � � , •�l � `4+'Y � 'A •� _ � . �.= O �' - r.} `-. 3' � . 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' ✓ .. : _�` � . -^� �� Southwest corner (oncoming) '� ' , ` T ti "- r � � -'� :4 r4 ' �r.�i1L a � �sr�:.- . •:�..�- ��'. w• ,a , ,c fi � ~�� `�' , a. e - _. � _ - : �� f ..-` � ;.� t �' �: � , � � . - . �� ,.f . � - . � ' . .,�� ,'Fr �` � ^ _ _ .�y�� . - I -�'i;;� /� � _ . ,,,. �- ,��x� ; - � . °•��" �,�. � �.k �.-_ � a�sr,� ;. � � . , �-�y��:� .,,�' y , . � -��.►�► ,: -- ,, ; _ � �� '�. _ ;" . t '• ' :�, . . r = ' x_ � � t i: :.�' � r . i �. s: �,,- - � . : f � . . . - �,:. , , .,.. ,� .�� w �.: . ._': � � -. , _ �� ,; :.�*� °---�e. � � < <-� _ , _ "� ° rs:. Northeast corner (oncoming) PAGE A5 OF A11 FLORIDA DEPARTMENT OF 7RANSPORTATION BRIDGE MANAGEMENT SYSTEM Bridge No: 930227 Photo Date: 3/8/2006 PHOTOGRAPHIC INVENTORY .'.r �r�a- � � `_( ..�. � .'�' � =:i� ,� �- �� . _ - , "t 'tl I�I"' t.� �� " � ,� "�"~� . �!�' � l �:..�� ...i t� �;,. - = .�'_ . � �,� , �. � L°�� . � �' 4 ' Mf � �'. .. _.a � � • � �� ' � 4 ji. . . ... + : �_ . .. . ..� 1. � , � .. I r{2�. h ff. - � �. � _ � \ ~ � '�: \�` � '�1. Y ' . — - t _ �� :�� ._� _ _-- _ N�� K � _� � �� ' 1 , f � . `; � - � ^� }i C- � �, i �. . � _ I $ - . ; ^'� � . � < � 1,. ; �. � , _ ,,�;'>°` � . , �.. � .� ; (I . — + ,! _ �,�`,;? ' ` " . - e __ . ;.�, ' �„�.��.. _.- - _ _, �:.� i _. "'r''_ - ' - r� 4 �.; ., . ' �` `_ � � �... ..;�Z' . _'� :� 1',.•. . . � . ��.r. _ i , ry ;; �: �. �:., _'�:� ��'°-�.�M,; — — - — - - Southeast corner (off-going) _ a! � �-, . . � T-s' ,�: . .. �� J`t -;, T 5 ��'t.Yi*�� / ��. . ,�' ��, � � !�'� i �' , / .a�. ^ � �. � , `�. ; �� t`� �� ' �e� � :�. � ; , � � ..,,.� � � s��'* ,� x{� �� , 4 •� �'7 j4;' y �+� •'. . � r C �� . r� A+ t � ` .��-'.. I�7' .�,� � 1 G f ,{f � .� � � �� r� �' 11 Ll :�� , 5 �.f�.. �i �Y �/' .•� �1�. ..t ', l�M� Ya ��1�� •� _ �� '� . T �V�� .t:� V, _'� t� �� ; . , 'H .�- �" � , . . - ;� �, �"}' ('.. . � , . 4 �� , '+�� •�� t.ji�+41 � - � vr i� ��t� ..�;: _�.,��_.-.�." -. ��'�V. ' .�4 �'.A1 'tG'+,} t 1 - w J L'" ..,�. . � � .:.,t� �:� ,_' ' ` ` ��i - 1 ." . � � .�: � � :��s � � �,� �� . •"i � � '. �. . ` ' tifi� .; . .j ��''� !�� .. _ . iwF.�i I '�. t <�r�, '. �. ' .. � -- .Ry' o �ti � _. .. {, .�y.; .��u, . � =;- � � ; r� � ---- �_��r,.:., _ _�..: . ,� . � --- -___ — - ----- -- Northwest corner (off-going) PAGE A6 OF A11 FLOR'DA DEPARTMENT OF TRANSPORTATION ' BRIDGE MANAGEMENT SYSTEIV! Bridge No: 930227 Photo Date: 3/8/2006 PHOTOGRAPHIC INVENTORY _ --. -------- � ----- -� -- - —.r— -- ' �'. �+ � .�� - '� � .� � � .�; --- `;�� § , ,� �., - . � . ��'� ��'� ,� � - .. . � _ _ � y�� +� _,; ; �� ,r i ..� 7 ��, ��,,a �� f+y �`$ - ?'." t �.` if ::�,�s� �` . j , �, ��. � , ,. ' ----- — . _ _ .: Bridge number �� , , �s ^ C,: �' , ,. r � b !.: Il� 4 � . �`��" t � , � � � � }rq;: � �� '.I I :. ' � t . _ .0 � *' - f • � �'-��— - _ ' , i, - . ' � ��y .� _ — ' I �- � - .-iR19�ri�+r^� . ��-.�� IdrJs �� ,., �� ' J �� - _ _ . .� - - �; �, �� _ i'�; << , �� t . , �i ; �� II I . -�. �•, � _ . . . �; . 1 `1 �,. � ��' • . "�:� � - � : ' — ..} . �R�? .. , �� r � � I r "�f I � �� I �� Bridge railing - Typical of both sides PAGE A7 OF A11 i S � FLORIDA DEPARTMENT O� TRANSPORTATION i BRIDGE MANAGEMENT SYSTEM Bridge No: 930227 Photo Date: 3/8/2006 PHOTOGRAPHIC 11VVENTORY � 1 � -- � �r I /' � - ` -= �� : . � � �_ - ' '�:+�� .. . , ,�' - -�` -� . . '. � � . ,•` `�1��, _ � �l ' , �` .._ ., . '. � - � � . . ._ ... - . I � ... . _ �t • � _' .'.. � . ` e5 � � � �� n KT: _ ��,..- ' . .� _ _ _ x: . +-� - a.��".' ^ - -� �_� . _ .!t - �..r' _ � _ � . . , � ,�o'C�b� . _ _ . . ��;: � -� . '.�`-.�._ , . _ ..� " � I ' �.i:' - � ;�.' . j � �� .. , ♦' ~ !. � t -�` '� ��. '. j , � S . : `. ..' � y� �� .� . . . � . � " " , . �:iN7L�� r�'��1�►jl ' i.!R�!`:� �w�� 4 ' � l. � , �. . ti , M ,� �� , � i �:i {� . _, � ..._. ��'s. .�t�l�l .j �l � ��,ti .��_;� i , _ ......�_...._ ._ _ +. f �., i � � . �. i � � �' � - a ' _ Typical view of substructure and original superstructure (Spans l, 2, 4& 5) \� .,� r ��;,. f �. �� "�� t . — � � ' � � �_ ' ::.�: ,i�.°, . . '. . '', — T .a „�. _ = � . . ��` - � , I . . .--. . ...-a � _ � � fl ` µ�y, ti �,� � . ,� � ; 3.y; .. ' , ` � Y . �'� '� � _ � � t'' . .. �G.•� �I , � � '�1 �� , �, d � �. � . __ _ _ - .i'Y. . '..;. f ' �.. q ,, �' '. � . �� : ". . . . I �� .. � r � � -� �'�ti ��.'. .. � �� ,�� 'E . � I • ' �� . .. ,��a �� -u. .__ ' .+'�r�'i �r" . �- f. . , .._ .. �� —_ �` __ ., _, •� ' - ."fYG; I �' � T . �ert� , . .�r . �. r; . �4i.:�« . - '_�•� �'� _- .,� �.' '_ - - _ � - - -_ , .. ., �' � - �.. _ .. � � _ _'_ ' _ _ ��.. __ _ _ --_ � . _' �_i. _ _ _. _ .. �_ _ '_ =_ ' �\. - _ � � �_. _ -: �_ = 1 c _ _ _ — - _ � . � �.` � _ . �� _ _ �T. ... _ i— �.�� .^d_ , ,'�� -- ��.f `� _�- _ - . : �,__=.� - - i' . " r_ T _� �a — _ View of substructure and new Span 3 superstructure PAGE A8 OF A11 1 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM ' Bridge No: 930227 Photo Date: 3/8/2006 PHOTOGRAPHIC INVENTORY ;�,.�.s._--'�'� „�".,s,. � ;�.-__ 1, - ' i _ � � �� ,� ` I+y ` a . � _ _ _ � � . _ _ . " �� m .. M1 . .. . _ ' " �I 4 • . Ir./,��r� ; . ; ,: ..: �. , z , ,,, ,�; . - .. y J tk�rr.�,�."� s� � � ,�..�_ � - > > i .s., •,��_. •-�;; � ., ��s�f " . 4 r ��Av� � � Y a iD�,'''� -- ` .,t�, j diir_� �rr � ��♦ � .�.,'.�k�• � a '�/�r,�,� �,�`. � -I � '�'y y p _ ,,,,, ': '� ,'`•. f� �"7c .��. �'y - . . � ��. ^ .._ . - +'1 . r � � �'i14 �'W�r+ � � �' � '�/r�� a4 � '" , • ' � y �, , �t y ��i/ ( � iy . �f � ��,�� '"� � � �'�'��M�,a s� ; �,�` � . '�� . � ~� r � . �'�I � � �� " .t . . r . :. . � �,a'.+ I K+ j � . .? 1 Y i� �� .��. � � �� , � . �, 'I �•, ., ,. ��,� ,�_v,�,-•�r� 7 „ Yl(C r. .t � .. Y _ w�iel �� ' `x' �` � .i '�. ,:.."�t �'�;,`�'"'•R � : t� " _ � � �s'a�@r µ .� �'„Z p,7 �I�'i(� � �r rf �- �1 � �'. I �= .�� ..�+ � �� j•,-,y�,'J�. ��5��, . `� - a"✓ � " � '� ,.�� e° A y � � '� `.'�^ 7 � � • ' �"' � � �A "�� •..�i�FriS�� :r�4 .�y��..'. �y�� `�' � ��' ti � r : . 1.,,�,. ,. - . + � a rrr��k. 'F : -,� r .,� jy -. t t �"� �a�� Ih �� . � � � .,(. 'h`' . � "Vr.� �'�; �M'�'r e.. . � f.+.Y�.�. yY ..! �..•C.k ` 11` , ..1n;�."t �' t�� .. •t- . . ,. . K . , . . .. . . , � . . . . �. r-'� f i1 � , �1� r"�y � � .k..1 ' � I :�! . . �� }, � h 1 k a ��' � �� 1 . I �.`t� / �_ F "' ._} �E t S y� y� � k1�R2 � I��i}�4�.�..rr�\ �,�' J �^ ' ----- --- �f-.�'�w �c�lr�.�. rniF!'.�nn�+��_l��_ 44. _ � �l� . �.��"..Y:$t.�.. Northwest slope protection - rw�� . j , r-�r, �� . �, -. . � . �. � . - - i- � , � � �i I ' _^`� .. . . ` ` 1 ! ` � ,� r +�c,� � - , . . . . . . ` . . - : .✓ ` R : -�. i - � ._ � ` ,��. ; r , �. . ± ;, '" �` �:. •, + .�- �. : , ' , _ . � . � ' �` ; �o� ; y r - I � ti' ., y �� v `� �" _ `` - , � s - i `N �'va� . _ - y ,` �� , r� J '� '� I v ... ' ' �— ' �, ♦ \ ` � .', � :..' : � u . , : _- 1 \ - , r � �'t��' , _ ' • , �• 4 V , . \ . _� .. ` . . \ .� . t _,��,� ��p RMw , ,L . � ' , . ��i ~ � • �^� .. � .� �, �� " � + ' J.Y C. . 7 r ,•• .. �� gti;+ � v' w 5t: �_ A'' � � � � '.� �„ ; s w ` � '' k �;: • �� . „'f.. �� f f�J. �� r r.i, +• � rx` � � _ f-- •�6 � ° �t � . � F ...� �,. ... ,'. �,�,'aF . Ij... _ !2 7 � �Jw.\�'�1 - - � °q. � .+ ��. . ( *- �-,lCY.L , ,�.'. �� , _ y � k 4 .. *. h� R . �� ,,�� S : L'i�t �Fi?:A � _. . _ .��'oJCc� 6,-. �,� . _ _ .'_ . Southwest slope protection PAGE A9 OF A11 1 �LORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM t3ridge No: 93022 Photo Date: 3/8/2006 PHOTOGRAPHIC INVENTURY - --- ----- -- ---- - ------- -- --- --- -- _ - __ -- _ � , � I � I / �� . ��;. ., � ` - , _ .�� 1 � .,'_�_, ,� , , ' w`,_�.`,��-.`. � � � ? ; .� 'r � . . ..+...,.... .. � �. �1! � i � ` w .+.;.: k ' ,`� •..� a` , ` � .:,,.-.�.w� " ``. .. F� � V�.. ! g � � �_ V��F�fV i , ! + �' i n..? � �41 \� ` 4�`. .. � �� k- ,�? � �`} k " • � \_ ��.atr`r�' �� ` � =a '- � a . v�"�� . ' .:^ w , ... f Z'R3 ' . \ �`.,�� v"� ' � _ Y y� ' j � � •� � � ��]�� y � , . � ) ' jc - � J b � ' . ♦ r , P "` �YYtY 2• � � } . � 4't}. ' .[ � r�+��` i a,_,, y T x��r, i i ` v r,. ,. . }��'�,^ � � y 4 �'�"`� A�� t `' . .:tb �' +1Y� � _- . 1 � ,��,�� t �� ' r '�, — - . T'� � Y p ~ J �� ' � p� r� � i � �' S< y �� X � J'n � � ; �f C 1'� ��, �� ,`�`�'tl .Sr ° l,.a �5''` �:l 4 r �.: � '� � ' . rs � t�� 'l �� • �� !� � � � � . . x ^�� r .k� �� y ,f�2��...f �- �. } � - : ' «�, .. n � . ��;. ':�' �;. _ __ '. . r � ..' � . Northeast slope protection -�=— — - 1 �__ -- � � ��.�. �� . r . - �_ ;� �' =�3. f N �1--�' . , i` , �' � '"'�'� .- , ;'��YY�,(y,�y''`-`,'�A � ,:}fifi' � r a . � r ,yj �'' � 4 �" I � { ,�{," + �y�� . � � � ---.. f � � � , 4d y,. - i .� '� �.�,Il$ �:A � Y, atV,,�i..e , +.,� � `cy�' �<.. ��' ,2r� . �, � ,�,�� ✓,;;� � _ .:F�S `.� y �1 . � �(i' . _ r' . �y � /� ;�� a� ;�'•� :., s. ,.,�..�" L ' ; y c �.;`. ' i�`: � i�'"� '+ '� . ��, �. '�` - _ _ ' �4 hr.� ��1lk' x {.. ` � , ;1 : �. ."� I va.. " ✓'1 �.; d ' . .A �:.:.. »�.Y�� ' ,.. . w } � `�• 'i� dq' a�;��,.�. �t+�� . . . �c � � ,� �• i,`'[" `f '� �^' � . iF "�.'+�� "W" ^ "� ��! .' � ��'.�a'el,: .. . :. . ,�: �.I� �F'�. 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SS � � -.1t'+' ;� f y1rdfl.�'f'9: �.�- �R�,� � ,� . l {I `" ♦ N . � � �„ ,� f r* r � e • : '�4�- � �'.� � � .,.,, �3 � - +�� y S"_ �1`ti-'�'� �.�. 3`�' �'b,��-: -'��- -.1. i Southeast slope protection I PAGE A10 OF A11 � � FLORIDA DEPARTMENT OF TRANSPOHTATION � BRIDGE MANAGEMENT SYSTEM Bridge No: 930227 Photo Date: 3/8/2006 PHOTOGRAPHIC INVENTORY I ;.-,_ - � � �. ,;;;.�: "�' �-=�: - ,� __ I �.�. �� - , . . _ .. - - . � s - �. _ � :. -� ,,,, . _ _ �. "' /y ,,, . -_ `:-- y i _ _ �-, . : "��.- � ., + � . .. _ �� / .;r . � ��..� -!�,� �...i�'� � �^ _". �+.'�' r '"�. Z A . •. ti . , . � , � �'- � - -,� n "� '�.rw . `"?� ""-'. - . �;�.+r .i;_ o :: -aR,... � ,yy. �. �. - . �..�%��,•��,.�^:r -�= _.rf'>i'�cy,=i'�`�� ' 'c1�� "�:.. tz ,1. . . I " i:i. ( 1 � North channel (Left side) - I I I �. � wKwrc�zs.�c�"_t.;..r,«-�t�'_��dY�'�°"'•�t,� - ?��'��..` _ - � '��,.� ; ,,,�-A-r.=, I � I � �� _ i . . _ _ F . � .. �. :�Y_ _ ._ �"_ =� "rs�a-� � �i�'y 4 � .. : ..- _ . . � � � .'.-� �' _ Y � __ - ' � � Y' � } � �� j• � r ��. � �: , � fi� ��. : ,...,.- � � I i< �� p;i:?. r c r z"�:�. _ � � ` � r. . , , l _ "' .Y�Y.:F'.=.C-�= �'1 �. . South channel (Right side) PAGE A11 OF A11 FLORlDA DEPARTM�NT OF TRANSPORTATION BRiDGE MANAGEMENT SYSTEMI Bridge No: 930227 Date: 3i8/2006 LOCATION MAP COUNTY -- — ---- ' Palm Beach (Village of Tequesta) � " ,,, „ ' �� Te D A RRIED �---- �--- -- ---._ - � ,� q ' _` , , 930227 � ' -L.MC•:4s � 11 FEATUREINTERSECTED � �� , i ,e4��e�� I�l� North Fork of Loxahatchee River -- - - - - - � I � ��, I LOCATION �� ,�, ., .„ �,, .,, 1.2 Miles West of US-1 �` ,� �� LlmestoneCreek - I 1f � \ \�I(B • .. _ _ _ S� �� .P� (� 1 P . � 1�1�� e�u � �\ � ��il� O � � ��\ Q � 'q�IN � � .•i�.4v� . �l �\ oa�e,w�7i�a�cn.,sus.uiws — -- � � ---- � o r x nvm Jclw*a?m fe� AN (5 6' WJ D!s 2acm I].0 i TRADEUUINDS CIR x � e ,� � POPLAFt RD � ��,p1P , G ��'YLJp,_ Q�t�� A CYPRESS CIR p �ti,yp,G��'JO �� '� LESWFElO C1R � .�.: � �SN�AP�- c� v �C � � 47 �L 't,4`I I STARBOARD WAY S � o Y 0-�H �'IDGE LN � � a m U'JILLOb^JRD y ST�Ub , �' GOLF PL 9 91MINI Rp � :,� � �� p� �' �' �� !" � PINETREE CIR � '� � ` _ .Y`' S � x Q y � � �� ? � OULFCT �� , � WESTWOODAVE qzqLEqCIR . � s 4�` r` ,� '- . � Or�Y.IAND CT � , � F4�� g �N ro � �, HOLLY �R .. "��.KLEAF!.f � � a l 2 m Ig.��227 z zw m � WINDWARDAVE � i ° sq m 9 .�ppR d � � o � 'CEQ x� S� = o � f � � O �� TP.l�IlBS�� my o �� . - � a Q m �; �- BRIDGERD � BAWIEWTER CHUftCHRD �� o � ¢ o � � ''i\ . � � BAYVIEW CT $ � � fRANKLIN RD D � 9 � RIVER TER N � � � �,; , RIVERDR � ��i� � � �' � I �J �r 4 fl I V�'�� e � � ��Ck� p E WINDSOR Rb � WBEVERLI'AO �a �� m EYEBALL .p� NORWOOD ft� x m '�s � Q � � � m N 1 i^:QIERRD � �, A = ... j y D m 501 R�� ° o � o �'q�y�'S' "� m s Tq� � � � , { „ � ` � POINT W E o � a��9i;1�_ � (_ DMa use subjed to license. — — (� 2004 DeLorme. St�eet Alles USA� 2005. D 600 loaD www delorme.com MN (5.8' IM1� Deta Zoom 13-6 I I B1 TOPIC B LOGATION MAP - roP�c � LOAD CAPAC ITY ` INFORMATION STATE OF FLORIDA DEPARTMENI' OF'CRANSPORTATION D: LOAD CAPACITY INFORMATION :��. Ob9] P�E t Of 1. BRIDGE DATA Bridge Number 930227 Date 3/28/2006 STR TyQe Main [BID Ifem B1(43)) SOl STR Type APR [BID Item BZ(44)] 000 2. POSTING DATA: Posted YES If yes, ExisNng Posting Needed YES [f yes, Proposed Resh ST Restrictions SU-32T BID Item H8(41) P BID Item H11(70) 4 BID Item H7(31) 3. ANA�.YSIS DATA: A. Method of Ana(vsis: C. Analvsis Based On: D. Data Stored: X Load Factor X Design Drawings X District Office Working Stress As-Built Record Plans Central Office B. Analysis Svstem: Shop Drawings Microfilm X BARS X Field Measurement Bridge Owner SALOD Catalogs Materials Test Lab BRUFEM Sample Testing X Other K Drive Load Test Other Other Other E. Conh�olling Member Analvzed: Material: Function: Substructure: Steel X Slab Bent Construction X Concrete Stringer Piling Cast in Place Ftoor Beam Cap X Precast Girder Pier Const�ucrion X Prestressed Culvert Pilitig Post Tensioned Truss Footing Tunber Column Other Cap Soan: Shaoe: X Simple Rolled • Conrinuous Built-up Weided I�act Eactor: __ 0300 Frame Built-up Riveted Slab: Box Shape X Non-Composite AASHTO Girders Composite X Other Voided Slab 4. Load RatinE Summarv Table: LOAD RATING SUMMARY FOR OPERATING RATING GROSS TONS VEHICLE OPR OPR SPAN CONCR �jyp�i �� RATIl�'G FACTOR SPAN No. LENGTH MEMBER M or V LLDF SU2 17 31.8 1.57 2 34'-5" GOl M 0.680 SU3 33 33.0 1.00 2 34'-5" G01 M 0.680 SU4 35 32.5 0.93 2 34'-5" GO1 M 0.680 C3 28 483 t.73 2 34'-5" GO1 M 0.680 C4 36.6 44.1 1.21 2 34'-S" GO1 M 0.680 � CS 40.0 48.0 1.20 2 34'-5" GO1 M 0.68Q STS 40.0 50.0 1.25 2 34'-5" GOl M 0.680 HS 20 36 42.6 1.18 2 34'-5" GOl M 0.680 HS20 Inventory Rating 25.5 Rating Factor 0.71 5. Comments Member GO1 is a prestressed concrete voided slab with a span length of 34.416 ft. Member GO 1 has a large spall and exposed tendons. Reductions for material strengths and section loss have been taken. _ 6. Computations: Performed By Jason L. LaBarbera, P.E. Date 3/28/2006 Checked By Patrick Mulhearn Date 3/28/2006 Reviewed By David B. Thompson, P.E. Date 3/28/2006 7. Resaonsible En2ineer: Jason L. LaBarbera, P.E. P.E. # 64004 Date 3/29lZ006 foyooy �izR /a� KIS(NGER CAMPO & ASSOCIATES ENGWEERING • INSPECTION • PLANNING JOB_ �EQI�ES � A- V'Rxflc..t ovGq �oxA��ATc-µ� COMPUTEDBY �L-L- DATE 3�a-8�0(v DESCRIPTION �--o��J R A SsJ V CHECKED BY PD(�1 DATE _�� —� SHEET y OF 3 METRIC y$" P S U : 4� 'i „ a-T��, � s.R, '�'' 3„ szRt�Nas �-1( `iZ Q � �� r� �5.� aa-'/��' � s.x. g 5^�RhND s �;,�� r4 � $ �� }D,CA vfi PR�s'�R�.ssZnYC� S``EE�- : ' ASSVn�� ?,o�ro {�RFR- l..oSS a9v S C�p tTUM 1T ��j1S � flssumt 30°� Dsp, �oss � 5O i SE�ssoe-+ �os< AR�ac ' O Io�sq -�„ZCt�� + o.�a$.tizN�(o.5a`}� 51 �a�a �ao-c� _ �L. 1 a 3 -xN'` /�R� C-��A`� ` ��} � , t 045`1 �N �R�� LTOP� " O . `�, T � -s.� �yo�y 3/zq fo�, KISINGER CAMPO & ASSOCIATES ENGINEER(NG • INSPECTION • PLANNING �Qg �EQUES - 6F�S.C�� Ov�.R � 5�- DATE 3I �`� l�� DESCRIPTION LoAI� RA� - su c3 CHECKED BY P�M DATE 3 I2 a'I0� SHEET 2 OF � METRIC mA ERZl�L Q {�oP�R � '• ' RF �UG-E `_: �RE�C��' N �Y f Q°j�, �O (�CCOUN � FOf� UNFoFiSE�F-ti1 ��3�� W, ��c. = ��UOPSZ � �st. � �C = yS�O PsZ F's = 'dy� K�s � Us� F's - 'aa3KS� CA�c��A-��. t� FA��oR : � �' "�.�`3.`j� Ass��.c we, �a*,� or.� ��{ . �J = ! �' L = 3y,y' K = o.$ � L \ G = K� = o,� � �y' } � = o.a� N� � 1 p= C s.�rs - 0.5 N + o.� N� (�- o.ac� 4=� S.�S - b.s (. �� + o.� C t� � � - a• a(o .ag�1 2 D= 5.$� LL DF = S ' - y p - s,g� L L i> t= = O. C g KISINGER CAMPO & ASSOCIATES ENGINEERING • INSPEC7iON • PLANNING JOB TEC��s�s COMPUTEDBY 5�--�-- DATE 3/ag(b� DESCRIPTION L�Af� Ra iT..NC.� CHECKEDBY QpM DATE 3� SHEEf � OF � METRIC CAL.Lc��.R SuPCR �MPoSEC� DL : 3� rtSPN(�L"�' LoNG,.R�"�� CaV�-k�-.A`� : USF �`E`a -g /FT�� o (nAT�t+ KL.10�{ MoQ�L LCo�Js� Wnsr��. = l �� - �\ / C li-ly � j= l�Iy .o � jl. CLOS�RC PouP� : (/ " `l �\ �-6 1 1 \\ / L W CLOi� ` \ 'IZ / C I J C ► 5 � /F'C� / (3 GSP�FZS J = l� �. � �iFT C�R[� ; Cis°' + ��.s" ( ��.s` �� W�a� � � a \ � � � l S � �F ; �� 3 GiR9�RS = ! 6 s , �3 ` z I,J-so-�A� = 1 y y . � ` � (o a .5 `a/F T + ! � S . 8 `'��fi , W -roz�� = 3�a .3 IrC3/FT LIST OF ROADWAY SLAB DEFICIENCIES (SLAB UNIT 2-4 APPEARS TO BE WORSE CASE) Pontis Element 99 PS Concrete Slab Note: Roadway slab units in Spans 1, 2, 4 and 5 are numbered 3 through 9. Sidewalk slab units in Spans 1, 2, 4 and 5 are numbered 1, 2, 10 and 11. Roadway slab units in Span 3 are numbered 3 through 7. Sidewalk slab units in Span 3 are numbered 1, 2, 8 and 9. Sidewalk slab units 8 and 9 had previously been identified as 10 and 11. The following is a list of spalls and/or delaminations noted in the underside of the roadway slab units. All conditions noted are at or near mid-span unless otherwise noted: 1-8: 6' x 4" delamination south edge 1-9: 3' long x 1/16" wide longitudinal crack adjacent to Bent 2 near the center 2-3: 1' x 3" delamination near the center 2-4: 8' x 3.5' x 3" spall/delamination with exposed rebar (4) and exposed prestrassed cables (5) with up to 30o section loss 2-7: 3' x 3' x 1" spall/delamination (no exposed steel) 2-8: 5' x 3.5' x 2" spall/delamination with exposed rebar (2) 2-8: 13' x 6" delamination south edge from midspan toward Bent 3 4-3: 18' x 4' x 2" spall/delamination with exposed rebar (2) 4-4: 5' x 3' x 2" spall/delamination with exposed rebar (2) 4-5: 5' x 3' x 2" spall/delamination with exposed rebar (3) 4-6: 5' x 2.5' delamination and 7" x 5" x 1/2" spall with exposed rebar 4-7: 4' x 3.5' x 2" spall/delamination with exposed rebar (2) 4-8: 6' x 4' x 2" spall/delamination with exposed rebar (1) 4-9: 8' x 6" delamination south edge 5-3: 3' x 1' delamination south edge 5-4: Intermittent span length x 8" delamination north edge 5-4: 8' x 1' delamination south edge K:\Structures\Bridge_Inspecti ,IST4\930227\Tequesta Span 2 * AASHTO * AASHTO * AASHTO * AASHTO * AASHTO * AASHTO * AASHTO * AASHTO * AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO* A A A A S S x H T T O � r. * A A A AMERICAN AS50CIATION OF STATE HIGHWAY A S AND TRANSPORTATION OFFICIALS g H H T A PROPRIETARY COMPUTER SOFTWARE PRODUCT T T T 0 p * � A A A p, S g H H T T O 0 * * A A A AASHTOWAREtm BBBBBBBBBBBB AAAAAAA RRRRRRRRRRR SSSSSSSSSSSSS A S BBBBBBBBBBBBB AAAAAAAAA RRRRRRRRRRRR SSSSSSSSSSSSSSS S H BBB BBB AA AA RRR RRR SSSS SSSS H T BBB BBB AAA AAA RRR RRR SSS T O BBB BBB AAA AAA RRR RRR SSSS O * BBBBBBBBBBBB AAA AAA RRRRRRRRRRRR SSSSSSSSSSSSSS * A BBBBBBBBBBBBB AP,A AAA R.Ft12RRR22RRR SSSSSSSSSSSSSS A A BBB BBB RRR RRR SSSS A S BBB BBB RRR RRR SSS S H BBB BBB AAA AAA RRR RRR SSSS SSSS H T BBBBBBBBBBBBB AAA AAA RRR RRR SSSSSSSSSSSSSSS T O BBBBBBBBBBBB AAA AAA RRR RRR SSSSSSSSSSSS5 O * * A A A A S S g H T T 0 0 . ,r A A A BRIDGE ANALYSIS AND RATING SYSTEM A S S H (C) COPYF2IGHT 1996 BY THE AMERICAN ASSOCIATI.ON OF STATE H T HIGFiWAY AND TRANSPORTATION OFFICIALS, INC. T O 444 NORTH CAPITOL STREET, N.W., SUITE 249 � * WASHINGTON, D.C. 20001'U.S.A. * A (202) 624-5800 �r-- A / � D � u A g RELEASE 5.5 - MOD 3.2 t 1 S H 3IzR 10� H T JAN[JARY 15 , 19 9 6 p 0 *AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO Page 1 of 2 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 ' BARS-PC R5.5-MOD 3.0 ' RECORD REC.NO. O1 032406J.LABARBERA AA *LF* POST 100 02930227J. LABARBERA PSC62 60 180 0 28 0 5 100 05930227 930227 4 200 069302271 TEQUESTA DR OVER NORTH PRONG OF' THE LOXAHATCHEE RIVER 300 069302272 PALM BEACH COUNTY, FL 400 069302273 CONTROLLING MEMBER W/ 5 EXPOSED STRANDS AND 30$ SECTION LOSS 500 069302275 P/S BOX BEAM W/ 3- 8" VOTDS 6�0 08930227G01 1 X 344 PSC 223 45000.68 700 10930227G01 1 W312.3 X 344 800 11930227G01 1 1X 344 1 900 15930227G01 1 8.0 7.5 15 472 3 465 8 48 1 2.123 2.00 1000 15930227G01 1 8.0 7.5 2A 807 12.00 1100 15930227G01 1 8.0 7.5 1200 THE FOLLOWING STRUCTURES WERE SELECTED 930227 Sjl C �` �. �) <a � n Page 1 of 1 K:\Structures\Bridge_Inspection\DIST4�930227\Tequesta Span 2 Page 1 of 2 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 DETAIL DATA FOR FLEXURAL MEMBER DATE 03/24/06 D/P STRUCTURE I.D. 930-227 MEMBER I.D.--GO1 NO. SPANS = 1 MATERIAL--PSC NOT SYi�1ETRICAL LL DIST. FACT. _ .680 VAR SUPERIMPOSED DISTRIBUTED DL(5) SUPERIMPOSED CONCENTRATED DL(S) CODE DL DUE TO LENGTH DISTRIBUTED*************** DIST. FROM LT SUPPORT**** S MEM. WEIGHT DIST. FROM LT SUPPORT*** * * SPAN LENGTA RNG. LENGTH SEC.NO. T T W(LT) W(RT) SPAN W(LT) W(RT} * * STIFF SPAN P * N0. FT. NO. FT. LT RT P B LBS/FT LBS/FT NO. LBS/FT LBS/FT FT. FT. TRANS. LONG. NO. KIPS FT. 1 34.400 1 34.400 01 01 584.2 584.2 1 312.3 312.3 .000 34.400 CHECK POINTS RATED-- SPAN DIS FRM FUNC SPAN DIS FRM FUNC N0. LT SPRT M VL T7R N0. LT SPRT M VL VR FT. FT. 1 .000 X 1 17.200 X 1 34.400 X Page 2 of 2 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 DETAIL DATA AT MOMENT CHECK POINT FOR BARS RELEASE 5.5 PRESTRESSED CONCRETE FLEXURAL MEMBER DATE 03/24/06 D/P STRUCTURE I.D. 930-227 MEMBER I.D.--G01 C.P. LOCATION 1.50 ***** SECTION PROPERTIES IN RANGE 1 OF SPAN 1 -----------SECTION MODULUS----------- IX IX C TOP TOP BOTTOM BOTTOM H AREA AS CT DA ECC FI + BEND - BEND (BOT) + BEND - BEND + BEND - BEND IN. SQ.IN. 5Q.IN. IN. IN. IN KIPS IN**4 IN**4 IN. TN**3 IN**3 TN**3 IN**3 15.00 560.80 2.99 7.64 2.00 2.45 467.4 12891.7 12891.7 7.36 1686.5 .0 1752.5 10.1 LOSS = 35839.2 FF = 360.1 NON-COMP: D= 10.09 KD = 2.55 JD = 9.24 ***** INFLUENCE LINE (SIMPLE SPAN) ***** ULTIM. STRENGTH ***** MOMENT CAPACITY PRESTRESS CONC TOP TOP BOTTOM BOTTOM X-DIST (FT.) .000 17.200 34.400 POS AREA = 147.9 STEEL + BEND - BEND + BEND - BEND Y-ORDINATE .000 8.600 .000 PSI PSI FT-KIPS FT-KIPS FT-KIPS FT-KIPS INVENTORY 223000.0 4500.0 185.9 .0 185.9 .Q ***** ORDINATES OF AND AREAS UNDER INFLUENCE LINE (CONPINUOUS SPAN) OPERATING 223000.0 4500.0 309.8 .0 309.8 .0 SPAN SPAN SPAN SPAN SPAN SPAN POST VEH1 223000.0 4500.0 309.8 .0 309.8 .0 T 0 POST VEH2 223000.0 4500.0 309.8 .0 309.8 .0 E 1 POST VEH3 223000.0 4500.0 309.8 .0 309.8 .0 N z POST SPEC .0 .0 .0 .0 .0 .0 T 3 H 4 ***** TOTAL DL ***** AVATL.CAPAC.FOR LL+IMPACT 5 MOMENT EFFECT TOP TOP BOT BOT P 6 +BEND -$END +BEND -BEND Q 7 FT-KIPS F-KPS F-KPS F-KPS F-KPS I g 132.6 INVENTORY 106.3 .0 106.3 .0 N 9 OPERATING 177.2 .0 17`I.2 .0 T 0 AREA *** ULTIMATE VEH. 1 177.2 .0 177.2 .0 TOTALS MOMENT CAPAC. VEH. 2 177.2 .0 177.2 .0 POS AREA .0 .0 .0 .0 .0 .0 .0 FT-KIPS VEH. 3 177.2 .0 177.2 .0 NEG AREA .0 .0 .0 .0 .0 .0 .0 402.7 SPECIAL .0 .0 .0 .0 ***** LIVE LOAD AND RATING CALCULATIONS (IMPACT FACTOR =.300 FOR +BEND AND =.300 FOR -BEND) ------ -TRUCK LOAD--------------- ------LANE LOAD------- LIVE LL+IMP LL LOC.NO. DIR' AXLE LL+IMP LL LOC.COI3C LOC.COT3C RATII�SG SAFE LOAD RATII3G LOAD 1 WHEEL SPACE LOAD LOAD 2 FACT. CAPACITY VALUE FT-KIPS FT-KIPS FT. FT. FT-KIPS FT-KIPS FT. FT. TONS INV HS20 +BEND 149.9 115.3 3.200 L .0 110.3 84.8 17.200 .709 25.5 HS 14.2 -BEND .0 .0 .000 L .0 .0 .0 .000 .000 OPE12 H520 +BEND 149.9 115.3 3.200 L .0 110.3 84.8 17.200 1.182 42.5 HS 23.6 -BEND .0 .0 .000 L .0 .0 .0 .000 .000 POST SU2 +BEND 94.8 72.9 4.200 L 1.870 31.8 -BEND .0 .0 .000 L Page 1 Of 3 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 POST SU4 +BEND 190.7 146.7 3.867 L .929 32.5 -BEND .0 .0 .000 L POST C4 +BEND 147.0 113.1 -14.633 L 1.205 44.2 -BEND .0 .0 .000 L POST SPEC +BEND .0 .0 .000 .000 .0 -BEND .0 .0 .000 Page 2 of 3 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 SUMMARY OF SHEAR ANALYSIS DATE 03/24/06 D/P 5TRUCTURE I.D. 930-22'I ---INVENTORY--- ---OPERATING--- --VEH. 1 -- --VEH. 2 -- --VEH. 3 -- --SPECIAL-- MEMB. SPAN DIS FRM L DL SDL LL+I T LL+I T LL+I T LL+I T LL+I LL+I LL+I LL+I LL+I LL+I LL+I LL+I ID MATL NO. LT SPRT R SHEAR SHEAR MAX.V L MIN.V L MAX.V L MIN.V L MAX.V MIN.V MAX.V MIN.V MAX.V MIN.V MAX.V MIN.V FT. KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS G01 PSC 1 .000 L 10.0 5.4 23.2 T .0 T 23.2 T .0 T 13.0 .0 24.8 .0 20.6 .0 1 17.200 L .D .0 8.4 T 8.4 T 8.4 T 8.4 T 5.5 5.5 9.4 9.4 8.5 8.5 1 34.400 L 10.0 5.4 .0 T 23.2 T .0 T 23.2 T .0 13.0 .0 24.8 .0 20.6 Page 3 of 3 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 LIVE LOAD DATA AT MOMENT CHECK POINT FOR PRESTRESSED CONCRETE FLEXURAL MEMBER - LOAD FACTOR RATING DATE 3/24/ 6 D/P STRUCTURE I.D. = 930-227 MEMBER I.D. -- G 1 C.P. LOCATION -- 1.50 PAGE 1 ***** LIVE LOAD CALCULATIONS (IMPACT FACTOR =.300 FOR +BEND AND =.300 FOR -BEND) -- LIVE LOAD -- -------------TRUCK MOMENT------------ -------------LANE MOMENT------------ -----FIXED----- -----5HEAR----- LIVE REDIS LL+IMP LL LOC.NO. DIR LL+IMP LL LOC.CONC. LOC.CONC. SHEAR LOAD LL+I 1 WHEEL LOAD #1 LOAD #2 +V -V LEFT RIGHT FT-KIPS FT-KIP5 FT-KIPS FT. FT-KIPS FT-KIPS FT. FT. KIPS KIPS KIPS KIPS INV. HS20 +BEND .00 149.9 115.3 3.200 L 110.3 84.8 17.200 .000 .00 .00 8.39 8.39 -BEND .00 .0 .0 .000 L .0 .0 .000 .000 .00 .00 OPER HS20 +BEND .00 149,9 115.3 3.200 L 110.3 84.8 17.200 .000 .00 .00 8.39 8.39 -BEND .00 .0 .0 .000 L .0 .0 .000 .000 .00 .00 OPER 2 ST5 +BEND .00 141.6 108.9 -13.800 .0 .0 .000 ..000 .00 .00 5.45 5.45 -BEND .00 .0 .0 .000 .0 .0 .000 .000 .00 .00 POST 1 SU2 +BEND .00 94.8 72.9 4.200 L .00 .00 5.51 5.51 -BEND .00 .0 .0 .000 L .00 .00 POST 4 SU3 +BEND .00 177.1 136.3 6.200 .00 .00 9.12 9.12 -BEND .00 .0 .0 .000 .00 .00 POST 2 SU4 +BEND .00 190.7 146.7 3.867 L .00 .00 9.39 9.39 -BEND .00 .0 .O .000 L .00 .00 POST 5 C3 +BEND .00 102.7 79.0 7.200 .00 .00 -4.91 -4.91 -BEND .00 .0 .0 .000 .00 .00 POST 3 C4 +BEND .00 147.0 113.1 -14.633 L .00 .00 8.55 8.55 -BEND .00 .0 .0 .000 L .00 .00 POST 6 C5 +BEND .00 147.6 113.5 -14.633 .00 .00 8.55 8.55 -BEND .00 .0 .0 .000 .00 .00 Page 1 of 2 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 LIVE LOAD DATA AT MOMENT CHECK POINT FOR PRESTRESSED CONCRETE FLEXURAL MEMBER - LOAD FACTOR RATING DATE 3/24/ 6 D/P STRUCTURE I.D. = 930-227 MEMBER I.D. -- G 1 C.P. LOCATION -- 1.50 PAGE 2 ***** RATING FACTOR ***** -- RATING FACTOR FOR -- -- RATING FACTOR FOR -- MOMENT SHEAR RATING SAFE TOP BOTT LEFT RIGHT VALUE LOAD +BEND -BEND +BEND -BEND CAP.(TONS) INV. HS20 .709 .000 .709 .000 .000 .000 HS 14.2 25.5 OPER HS20 1.182 .000 1.182 .000 .000 .000 HS 23.6 42.5 OPER 2 ST5 1.251 .000 1.251 .000 .000 .000 .0 50.0 POST 1 SU2 1.870 .000 1.870 .000 .000 .000 31.8 POST 4 SU3 1.00Q .000 1.000 .Q00 .000 .000 33.0 POST 2 SU4 .929 .000 .929 .000 .000 .000 32.5 POST 5 C3 1.725 .000 1.725 .000 .000 .000 48.3 POST 3 C4 1.205 .000 1.205 .000 .000 .000 44.2 POST 6 C5 1.200 .000 1.200 .000 .000 .000 48.0 Page 2 of 2 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 BARS-PC R5.5 - MOD 3 STRUCTURE I.D. = 930-227 *****+**+*�*********.********,r*****************+*+**,r*************�*****x*********�:r****:r****+**:r*+**x********+��***�**+***:r**,r** * STRUCTURE HEADER AND DESCRIPTION * *:t,t***:t:r:r*,r*,r,r*:r*:t:r*:t*****x*,t�**:t,t�,t*t,r*,t,t****:t**:t,t:t**xt:r*,r:r,t*,tx*,r*,t,r�*++*,t**,r*t,t**�******a:t:r*:t:t:t*,t,r*,t**t*�*,ttt****,t:t*++x:t�**:t*�+ 100-- 2 J. LABARBERA EA/I/O/P = FILE REQUESTS AND OUTPUT DATA EXCEPTIONS 0�� TYPE = PSC62 YEAR = 60 LEN = 180.00 FT. WIDTH = 28.00 FT. 5 SPANS SP.LOAD = INV.LL.TRK.= OP.LL.TRK.= ******�***+************:r**,r**+****+****:r�*,r+,r*+**,r******+***�*************,r*:r*:r**x*****;r*,r,r,r,r*,r*:r,e*+:.:r+*:r;r:r��**x**�+**+,r**,r��,*�� * STRUCTURE LOCATION AND PERMANENT IDENTIFICATION FACTORS * . �*******,r*:r*:r********:r*+:r:r+++:r*:r:t*:rx:r**:rx*:r*:r,ra**,t*,t**�:r**�**:r***��**�*******:r***�***+.**,r+++:r:r***�:r*****x:t****,r:r:r�**�r,r**,r*x**. 200-- 5 BRIDGE= 930227 DIST./CO.= 4 CONST. ROUTE = CONST. SECT.= CONST. STA.= 0+ . MICROFILM REEL NO. DESIGN PLANS= COMPUTATIONS= CORRESPONDENCE= ROUTE I.A.= MARKED ROUTE _ :r*,t,t*:t:t*:t,tt,t,t****;r+;t**,t***x****,t,r,r***xt**,t,r,t*x,t,t****,�:t:t*:t**x* * COMMENTS * :t*:t**x**,t+:tirt*x,rtx*:r:rx,t,t*****,tt,t,r,t*,t�,r**,r,t,r**t*,t**:r**�,r***,tx** 300-- 6 1 TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RIVER 400-- 6 2 PALM BEACH COUNTY, FL 500-- 6 3 CONTROLLING MEMBER W/ 5 EXPOSED STRANDS AND 30� SECTION LOSS 600-- 6 5 P/S BOX BEAM W/ 3- 8" VOIDS ,t**x* * MEMBER SPECIFICATIONS AND REQUIRED ANALYSIS-GIRDER,STRINGER AND FLOOR BEAM * ,t** MEMBER SPANS STIFF. SPAN 1 SPAN 2 SPAN 3 MATL ALLOWABLE STRESS LL DIST. END THRU MAX IMPACT FACTOR ID SYMM CODE (SPAN 4) (SPAN 5) (SPAN 6) CODE FY FB FC* FC** FACTOR FL.BM DECK INV OP. POST SPEC 700-- 8 G 1 � 1 34.400 .000 .000 PSC 223.00 4500.00 .680 .00 .00 .00 .00 �� N � � � � Q'` Page 1 of 11 K:\StrucCUres\Bridge_Inspection\DIST4\930227\Tequesta Span 2 *****+******�**************x**+**************+**********+*********************�********�+*******.**�***��+x***+*�****�+ * SUPERIMPOSED DEAD LOADS-GIRDERS,STRINGERS AND FLOOR BEAMS * +****x*�**�+****�+***�****r****+*****t***+.*******+�***�**+xx*a*********xx****x*x*:*a***x*****************a*********+**�*********� MEMBER SYMNI. SPAN DISTANCE FR. LOAD LOAD LENGTH ID NO. LEFT SUPP. TYPE P OR W(L) W(R) 800--10 G 1 1 .00OFT. W 312.3 .0 34.400FT. ***+***��**+*+********:r:r*+;r+*,r***:r*****,r,r***;r***************,r***�**********,:****:r*�*«*****************+****x***�**********�***** * SECTION RANGE SPECIFICATIONS * *�:r;r:t**x**:ra************;r,r*,r,r,r,r+*,r**+***,r,r************:r*,t*****,r*s**+*:r:r:r+*�**,r***x,r**x*,r*,t:r*,t***,r*****��**x****,t* MEMBER SYMM. SPAN R�TGE RANGE SECTION NO. SEC. VAR. HINGE HINGE 1 HINGE 2 HYBRID GIRDER ID NO. N0. LENGTH LEFT RIGHT CODE DIST. DIST. CODE FY CODE FY 900--11 G 1 1 1 34.400FT. 1 0 .00OFT. .00OFT. 0. 0. �***********+***�**t**;r**,:**,:*********:r**:r:r**,r**************.**;r*,r******:r*;r:r*************,r*,r*****�********x,r********+*******,r*�*+ * SECTION PROPERTIES (PRESTRESSED CONCRETE) - GIRDERS,STRINGER5,FLOOR BEAMS * ,t:r:t,t**x:t:t**,r*****:t:r*:t*,r*xaa**,tt**,t***,r****t****x,t*****:tx,r**,r*,r*t*:t:tt**,t,t�,t,t,ttr**,t**x,t**x:r*:t****,tx*,t,t,r*,t�*,r,r,t***:tx*,r*****,t+ MEMBER SAME ** VOIDS DESCRIPTION ** *************** BEAM DESCRIPTION ***************** ****** STRANDS ****** ID. SECT ADR DEPTH WIDTH DIST. CODE DEPTH TFLW TFLT TFIT WEBT BFIT BFLT BFLW I ASI DI 1200--15 G 1 1 0 8.0 .00 7.5 .00 .0 .0 .00 .00 .00 .0 .0 0 .00 .00 1000--15 G 1 1 0 8.0 .00 7.5 15.00 47.2 3.0 .00 46.50 .00 8.0 48.0 1 2.12 2.00 1100--15 G 1 1 0 8.0 .00 7.5 .00 .0 .0 .00 .00 .00 .0 .0 2 A 807.00 12.00 W G ' G � ' O CT Page 2 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 Page 3 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 SUMMARY OF RATING CALCULATIONS------STRUCTURE MEMBER G 1 BARS-PC RELEASE 5.5 INVENTORY AND/OR OPERATING ANALYSIS INPUT CODING -- STRUCTURE 930227 D/P STR. I.D.-- 930-227 DATE 3/241 6 INVENTORY OPERATING BY J. LABARBERA LIVE LOAD RATING LIVE LOAD RATING HS20 HS 14.18 HS20 HS 23.64 STRUCTURE DESCRIPTION -- LOCATION -- MICROFILM REEL NUMBERS -- IDENTIFICATION 930227 DISTRICT 4 DESIGN PLANS TYPE PSC62 COUNTY COMPUTATIONS YEAR OF CONSTR. 1960 CONSTR. RTE. CORRESPONDENCE LENGTH 180.00 FEET CONSTR. SEC. ROADWAY WIDTH 28.00 FEET CONSTR. STA. 0+ . NUMBER OF SPANS 5 KEY RTE. MARKED RTE. ANALYST REMARKS -- TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RIVER PALM BEACH COUIVTY, FL CONTROLLING MEMBER W/ 5 EXPOSED STRANDS AND 30� SECTION LOSS P/S BOX BEAM W/ 3- 8" VOIDS INVENTORY RATING SU2�IARY -- OPERATING RATING SUNIIKARY -- MEMBER ID. G 1 MEMBER ID. G 1 SPAN 1 SPAN 1 CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET LIVE LOAD DESIGNATION HS20 LIVE LOAD DESIGNATION HS20 MOMENT MOMENT (FT. KIPS) (FT. KIPS) MEMBER CAPACITY 238.9 MEMBER CAPACITY 309.8 DL EFFECT 132.6 DL EFFECT 132.6 CAPACITY FOR (LL+I) 106.3 CAPACITY FOR (LL+I) 177.2 • Page 4 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 ACTUAL (LL+I) 149.9 ACTUAL (LL+2) 149.9 INVENTORY RATING HS 14.18 OPERATING RATING HS 23.64 Page 5 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 SUMMARY OF RATING CALCULATIONS------STRUCTURE MEMBER G 1 BARS-PC RELEASE 5.5 POSTING ANALYSSS INPUT CODING -- STRUCTURE 930227 D/P STR. I.D.-- 930-227 DATE 3/24/ 6 INVENTORY OPERATING POSTING BY J. LABARBERA LIVE LOAD RATING LIVE LOAD RATING TRUCK TYPE GROSS TONS HS20 HS 14.18 HS20 HS 23.64 VEH. SU2 31.78 VEH. SU4 32.52 VEH. C4 44.18 STRUCTURE DESCRIPTION -- LOCATION -- MICROFILM REEL NUMBERS -- IDENTIFICATION 930227 DISTRICT 4 DESIGN PLANS TYPE PSC62 COUNTY COMPUTATIONS YEAR OF CONSTR. 1960 CONSTR. RTE. CORRESPONDENCE LENGTH 180.00 FEET CONSTR. SEC. ROADWAY WIDTH 28.00 FEET CONSTR. STA. 0+ . NUMBER OF SPANS 5 KEY RTE. MARKED RTE. ANALYST REMARKS -- TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RIVER PALM BEACH COUNTY, FL CONTROLLING MEMBER W/ 5 EXPOSED STRANDS AND 30$ SECTION LOSS P/S BOX BEAM W/ 3- 8" VOIDS TRUCK TYPE VEH. SU2 TRUCK TYPE VEH. SU4 TRUCK TYPE VEH. C4 MEMBER ID. G 1 MEMBER ID. G 1 MEMBER ID. G 1 SPAN 1 SPAN 1 SPAN 1 CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET MOMENT MOMENP MOMENT (FT. KIPS) (FT. KTPS) (FT. KIPS) MEMBER CAPACITY 309.8 MEMBER CAPACITY 309.8 MEMBEF2 CAPACITY 309.8 DL EFFECT 132.6 DL EFFECT 132.6 DL EFPECT 132.6 Page 6 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 CAPACITY FOR (LL+I) 177.2 CAPACITY FQR (LL+I} 177.2 CAPACITY BOR {LL+=) 177.2 ACTUAL (LL+I) 94.8 ACTUAL (LL+I) 190.7 ACTUAL (LL+I) 147.0 POSTING GROSS TONNAGE 31.8 POSTING GROSS TONNAGE 32.5 POSTING GROSS TONNAGE 44.2 Page 7 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 *** FINAL SUMMARY OF RATING RESULTS FOR --- 5TRIICTURE ID. 930-227 BARS-PC RELEASE 5.5 INVENTORY AND/OR OPERATING ANALYSIS STRUCTURE 930227 D/P STR. ID-- 930-227 INPUT CODING-- IN\IENTORY OPERATING DATE 3/24/ 6 LIVE LOAD RATING LIVE LOAD RATING HS20 HS 14.2 HS20 HS 23.6 BY J. LABARBERA STRUCTURE DESCRIPTION-- LOCATION-- MICROFILM REEL NUMBERS-- IDENTIFICATSON 930227 DISTFtZCT 4 DESIGN PLANS TYPE PSC62 COUNTY COMPUTATIONS YEAR OF CONSTR. 1960 CONSTR. RTE. CORRESPONDENCE LENGTH 180.00 FEET CONSTR. SEC. ROADWAY WIDTH 28.00 FEET CONSTR. STA. 0+ . NUMBER OF SPANS 5 KEY RTE. MARKED RTE. ANALYST REMARICS-- TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RI�IER PALM BEACH COUNTY, FL CONTROLLING MEMBER W/ 5 EXPOSED STRANDS AND 30� SECTION LOSS P/S BOX BEAM W/ 3- 8" VOIDS IN�IENTORY RATING SUMNIARY OPERATING RATING SUMMARY MEMBER I.D. G 1 MEMBER I.D. G 1 SPAN 1 SPAN 1 CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET LIVE LOAD DESIGNATION FiS20 LIVE LOAD DESIGNATION HS20 MOMENT MOMENT (FOOT-KIPS} (FOOT-KIPS) MEMBER CAPACITY 238.9 MEMBER CAPACITY 309.8 DL EFFECT 132.6 DL EFFECT 132.6 CAPACITY FOR (LL+I) 106.3 CAPACITY FOR (LL+I) 177.2 ACTUAL (LL+I) 149.9 ACTUAL (LL+I) 149.9 Page 8 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta Span 2 INVENTORY RATING HS 14.18 OPERATING RATING HS 23.64 Page 9 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta 5pan 2 *** FINAL Si7MMARY OF RATING RESULTS FOR --- STRUCTLTRE ID. 930-227 BARS-PC RELEASE 5.5 POSTING ANALYSIS STRUCTURE 930227 D/P STR. ID-- 930-227 INPUT CODING-- IN�IENTORY OPERATING POSTING DATE 3/24/ 6 LIVE LOAD RATING LIVE LOAD RATING TRUCK TYPE GROSS TONS BY J. LABARBERA HS20 HS 14.18 HS20 HS 23.64 VEH. SU2 31.8 VEH. SU4 32.5 VEH. C4 44.2 STRUCTURE DESCRIPTION-- LOCATION-- MICROFILM REEL NUMBERS-- IDENTIFICATION 930227 DISTRICT 4 DESIGN PLANS TYPE PSC62 COUNPY COMPUTATIONS YEAR OF CONSTR. 1960 CONSTR. RTE. CORRESPONDENCE LENGTH 180.00 FEET CONSTR. SEC. ROADWAY WIDTH 28.00 FEET CONSTR. STA. 0+ . NUMBER OF SPANS 5 KEY RTE. MARKED RTE. ANALYST REMARKS-- TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RIVER PALM BEACH COUNTY, FL CONTROLLING MEMBER W/ 5 EXPOSED STRANDS AND 30$ SECTION LOSS P/S BOX BEAM W/ 3- 8" VOIDS POSTING RATING SUMMARY TRUCK TYPE VEH. SU2 TRUCK TYPE VEH. SU4 TRUCK TYPE VEH. C4 MEMBER I.D. G 1 MEMBER I.D. G 1 MEMBER I.D. G 1 SPAN 1 SPAN 1 SPAN 1 CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 F$ET CRITICAL C.P. DIST. 17.2 FEET MOMENP MOMENT MOMENT (FOOT-KIPS) (FO�T-KIPS) (FOOT-KIPS) MEMBER CAPACITY 309.8 MEMBER CAPACITY 309.8 MEMBER CAPACITY 309.8 DL EFFECT 132.6 DL EFFECT 132.6 DL EFFECT 132.6 CAPACITY FOR (LL+I) 177.2 CAPACITY FOR (LL+I) 177.2 CAPACITY FOR (LL+I) . 177.2 ACTUAL (LL+I) 94.8 ACTUAL (LL+I) 190.7 ACTLTAL (LL+I) 147.0 Page 10 of 11 K:\Structures\Bridge_Inspection\DIST4\93Q227\Tequesta Span 2 POSTING GROSS TONNAGE 31.8 POSTING GROSS TONNAGE 32.5 POSTTNG GROSS TONNAGE 44.2 Page 11 of 11 K(SINGER CAMPO & ASSOCIATES ENGINEERING • INSPECTION • PLANNING ,}pg TF_C�u�s - tt�zt�c,E o11E4� LoxA NA'rC.µEE COMPUTED BY S��- DATE �a$ �C)�o DESCRIPTION LoaD RA"'�''s-U� CHECKEDBY P�� DATE 3�z�/p� SHEET , OF �' METRIC CA�c.u�A�E Dis FA�-�mA : ( � 3.a3-� ASSu�r_ Et� �c'R.AFFz...� SE� �E6 $ WR� w= ag � = 3y,y � K = 6.�7 \ Z S` C = � O.�t 1 � • - �ti .y � C = �. 5(oq � NL = a D= � 5, - O.S NL� * O,`I N� � l- 0 a�� . p:[ s.�s - o,s<a�� + o . - t(a�( i- o.a(a ,s�a�>> Z D= S,�y� , .bai �'� (s -s �z t �'iti L�.D F= 5. 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LO-LAX STRANDS 1"-3" 3�-5 1/2" �'-p" PULLED TO 31,000� EACH ¢" 1'-7 1/2'" 1'-6 1 f2'� 1'-7 1/2' 4 4 BARS V _� � �--- BARS S - ---.... . , , . � � � ,„ � � i� - - . h� N � � I \ 3"' MIN. . =--1--- ^�-� � ------ ---- --- ` ,' � -____- _-__=�__�_- � ^ = �- � z • BARS G ;.,, 4"�� 1 1/2' 1 1/?` �" �, 24 - 1/2'N 270K af 3.0 ° LO-L4X STRAN�S 7" 1 ° 4" 4 9 1/1' 4 4 1 7" PULLED TO 31,OOOJ� EACH 8 SP. 2, 2. 8 SP. "�'- lYPE A at 2" o.c. at 2"o.c ot 2`o.e at 2" o_c. TYPlCAL. SECTION ,s'- � > >/2 5'-8 1/�" 3� 2- 1/2"v� 270K at 15.0'" , LO-LAX STRANOS 1"-1 3-9 1 f2" »" PULLED TO 31,000# EACH ., 7'" 1-8" 1'-5 1�2 ° 1"-�" 4 4 BARS V 2 1/2" 6 » &1R5' X al 1'-0"ac BARS D 8" x 11 " x 5 BLOCKDUT BARS Sl � (ANCHOR PtATE 7" x 7'� x 1� ;� \ Z � H N � \ 3" M/N. , � r----- e `"� '� _— _----- ---- . :, � :; � -- ------ ------ Q, ., � ^ J -+.�.�.s.+ ' � �' m <r- 8.4R.$ C�i . i,.� � 4" N� 1 1/2� 1 l/2'" 1„ 24 - 1/2�� 270K at 3.0 � NOTE.• LO-LtLY STRANDS � � MAINTAIN PROPER S17RRUP 7 � �� 4 �� 4 �� 9 �� Z �'� N 4�� 1"-4 " 7" PULLED TO 31, 000�` EQCN � PLqCEMENr lN END UNITS. 8 SP. 1 S. 2. 8 SP. � � ot 2" o.c. ol1"a.c. Qf 2`o.c. at 2" o.c. � Tl'PE B � .� � TYPICAL SECTiON � E ' " V�RIFY SCALE N0. REVISION DAT $ ��••� .� � 6 �� . . 0f11C11Y�L Of7AM�NGS. II1Jl.Gf SQVES . � FS NECFSS/�RY. K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 *AASHTO*AASH T O*A ASHTO * AASHTO * AASHTO * AASHTO * AASHTO * AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO* A A A A S S H H T T 0 � * + A A A P,MERICAN ASSOCIATION OF STATE HIGHWAY A S AND TRANSPORTATION OFFICIALS g H H T A PROPRIETARY COMPUTER SOFTWARE PRODUCT T T T O p * * A p A p, S g H H T Z+ O p * * A A A AASHTOWAREtm BBBBBBBBBBBB AAAAAAA RRRRRRRRRRR SSSSSSSSSSSSS A S BBBBBBBBBBBBB AAAAAAAAA RRRRRRRRRRRR SSSSSSSSSSSSSSS S H BBB BBB AA AA RRR RRR SSSS SSSS H T BBB BBB AAA AAA RRR RRR SSS T 0 BBB BBB AAA AAA RRR RRR SSSS O * BBBBBBBBBBBB AAA AAA RRRRRRRRRRRR SSSSSSSSSSSSSS * A BBBBBBBBBBBBB AAA AAA RRRRRRRRRR SSSSSSSSSSSSSS A A BBB BBB RRR RRR SSSS A S BBB BBB RRR RRR SSS S H BBB BBB AAA AAA RRR RRR SSSS SSSS H T BBBBBBBBBBBBB AAA AAA RRR RRR SSSSSSSSSSSSSS5 T O BBBBBBBBBBBB AAA AAA RRR RRR SSSSSSSSSSSSS 0 * � A A A A S S H H T T O 0 . * A A A BRIDGE ANALYSIS AND RATING SYSTEM A g � S H (C) COPYRIGHT 1996 BY THE AMERICAN ASSOCIATION OF STATE . H T HIGHWAY AND `1'RANSPORTATION OFFICIALS, INC. T 0 444 NORTH CAPITOL STREET, N.W., SUITE 249 � * WASHINGTON, D.C. 20001 U.S.A. * A (202) 624-5800 A . ro G( 0O t-( Page 1 0£ 2 3 � a � /o� K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 A A S RELEASE 5.5 - MOD 3.2 S H H T JAN[JARY 15 , 19 9 6 O � *AASHTO*AASHTO*A ASH T O * AASATO * AASHTO * AASHTO * AASHTO * AASHTO * AASHTO * AASHTO * AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO*AASHTO* Page 2 of 2 x:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 BARS-PC R5.5-MOD 3.0 RECORD REC.NO. 01 032406J.LABARBERA AA *LF* POST 100 02930227J. LABARBERA PSC62 60 180 0 28 0 5 100 05930227 930227 A 200 069302271 TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RIVER 300 069302272 PALM BEACH COUNTY, FL 400 069302273 NEW SPAN 3 LOAD RATING 500 069302275 NEW 71.5" PSU - NON-VOIDED 600 08930227G02 1 X 344 PSC 270 55001.029 700 10930227G02 1 W357.5 X 344 800 11930227G02 1 1X 344 1 900 15930227G02 1 15 655 55 635 4 715 1L 2408 3.00 1000 15930227G02 1 2L 208 12.00 1100 TkIE FOLLOWING STRITCTURES WERE SELECTED 930227 � -e b � �.� � ,� _r C � Page 1 of 1 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 Page 1 of 2 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 DETAIL DATA FOR FLEXUF�;L MEMBER DATE 03/24/06 DiP STRUCTURE I.D. 930-227 MEMBER I.D.--G02 NO. SPANS = 1 MATERIAL--PSC NOT SYN�IETRICAL LL DIST. FACT. = 1.029 VAR SUPERIMPOSED DISTRIBUTED DL(S) SUPERIMPOSED CONCENTRATED DL{S) CODE DL DUE TO LENGTH DISTRIBt7TED*************** DIST. FROM LT SUPPORT**** S MEM. WEIGHT DIST. FROM LT SUPPORT*** * * SPAN LENGTH RNG. LENGTH SEC.NO. T T W(LT) W(RT) SPAN W(LT) W(RT) * * STIFF SPAN P * N0. FT. N0. FT. LT RT P B LBS/FT LBS/FT N0. LBS/FT LBS/FT FT. FT. TRANS. LONG. NO. KIPS FT. 1 34.400 1 34.400 01 O1 1037.0 1037.0 1 357.5 357.5 .000 34.400 CHECK POINTS RATED-- SPAN DIS FRM FUNC SPAN DIS FRM FUNC NO. LT SPRT M VL VR NO. LT SPRT M VL �IR FT. FT. 1 .000 X 1 17.200 X 1 34.400 X Page 2 of 2 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 DETAIL DATA AT MOMENT CHECK POINT �OR BARS RELEASE 5.5 PRESTRESSED CONCRETE FLEXURAL MEMBER DATE 03j24/06 D/P STRUCTURE I.D. 930-227 MEMBER I.D.--G02 C.P. LOCATION 1.50 ***** SECTION PROPERTIES IN RANGE 1 OF SPAN 1 -----------SECTION MOAULUS----------- IX , IX C TOP TOP BOTTOM BOTTOM H AREA AS CT DA ECC FI + BEND - BEND (BOT) + BEND - gEND + BEND - BEND IN. SQ.IN. SQ.IN. IN. IN. IN KIPS IN**4 IN**4 IN. IN**3 IN**3 IN**3 IN**3 15.00 995.50 3.98 7.70 3.00 3.61 805.5 19395.1 19395.1 7.30 2520.0 .0 2655.6 11.3 LOSS = 26968.7 FF = 698.3 NON-COMP: D= 11.31 KD = 2.22 JD = 10.57 ***** INFLUENCE LINE (SIMPLE SPAN) ***** ULTIM. STRENGTH ***** MOMENT CAPACITY PRESTRESS CONC TOP TOP BOTTOM BOTTOM X-DIST (FT.) .000 17.200 34.400 POS AREA = 147.9 STEEL + B� - g� + BEND - BEND Y-ORDINATE .000 8.600 .000 PSI PSI FT-KIPS F'T-KIPS FT-KIPS FT-KIPS INVENTORY 270000.0 5500.0 363.1 .0 363.1 .0 ***** ORDINATES OF AND AREAS UNDER INFLUENCE LINE (CONTINUOUS SPAN) OPERATING 270000.0 5500.0 6Q5.2 .Q 605.2 .0 SPAN SPAN SPAN SPAN SPAN SPAN POST VEH1 270000.0 5500.0 605.2 .0 605.2 .0 T 0 POST VEH2 270000.0 5500.0 605.2 .0 605.2 .0 E 1 POST VEH3 270000.0 5500.0 605.2 .0 605.2 .0 N 2 POST SPEC .0 .0 .0 .0 .0 .0 T 3 H 4 ***** TOTAL DL ***** AVAIL.CAPAC.FOR LL+IMPACT 5 MOMENT EFFECT TOP TOP BOT BOT P 6 +BEND -BEND +BEND -BEND �� FT-KIPS F-KPS F-KPS F-KPS F-KPS I$ 206.3 INVENTORY 239.4 .0 239.4 .0 N 9 OPERATING 398.9 .0 398.9 .0 T 0 AREA *** ULTIMATE VEH. 1 398.9 .0 398.9 .0 TOTALS MOMENT CAPAC. VEH. 2 398.9 .0 398.9 .0 POS AREA .0 .0 .0 .0 :0 .0 .0 FT-KIPS VEA. 3 398.9 .0 398.9 .0 NEG AREA .0 .0 .0 .0 .0 .0 .0 786.8 SPECIAL .0 .0 .0 .0 ***** LIVE LOAD AND RATING CALCULATIONS (IMPACT FACTOR =_300 FOR +BEND AND =.300 FOR -BEND) ---------TRUCK LOAD---------------- -------LANE LOAD------- LIVE LL+IMP LL LOC.NO. DIR AXLE LL+IMP LL LOC.CONC LOC.CONC RATING SAFE LOAD RATING LOAD 1 WHEEL SPACE LOAD LOAD 2 FACT. CAPACITY VALUE FT-KIPS FT-KIPS FT. FT. FT-KIPS FT-KIPS FT. FT. TONS INV HS20 +BEND 226.9 174.5 3.200 L .0 166.9 128.4 17.200 1.055 38.0 HS 21.1 -BEND .0 .0 .000 L .0 .0 .0 .000 .000 OPER I3S20 +BEND 226.9 174:5 3.200 L .0 166.9 128.4 17.200 1.758 63.3 HS 35.2 -BEND .0 .0 .000 L .0 .0 .0 .000 .000 POST SU2 +BENA 143.4 110.3 4.200 L 2.782 47.3 -BEND .0 .0 .000 L Page 1 of 3 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 POST SU4 +BEND 288.6 222.0 3.867 L 1.383 48.4 -BEND .0 .0 .000 L POST C4 +BEND 222.4 171.1 49.033 R 1.793 65.7 -BEND .0 .0 .000 L POST SPEC +BEND .0 .0 .000 .000 .0 -BEND .0 .0 .000 Page 2 of 3 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 DETAIL DATA AT MOMENT CHECK POINT FOR BARS RELEASE 5.5 PRESTRESSED CONCRETE FLEXURAL MEMBER DATE 03/24/06 D/P STRUCTURE I.D. 930-227 MEMBER I.D.--G02 C.P. LOCATION 1.50 *x*** SECTION PROPERTIES IN RANGE 1 OF SPAN 1 -----------SECTION MODULUS----------- IX , IX C TOP TOP BOTTOM BOTTOM H AREA AS CT DA ECC FI + BEND - BEND (BOTJ + BEND - gEND + BEND - BEND IN. SQ.IN. SQ.IN. IN. IN. IN KIPS IN**4 IN**4 IN. IN**3 IN**3 IN**3 IN**3 15.00 995.50 3.98 7.70 3.00 3.61 $05.5 19395.1 19395:1 7.30 2520.0 .0 2655.6 11.3 LOSS = 26968.7 FF = 698.3 NON-COMP: D= 11.31 KD = 2.22 JD = 10.57 ***** INFLUENCE LINE (SIMPLE SPAN) ***** ULTIM. 5TRENGTH ***** MOMENT CAPACITY PRESTRESS CONC TOP TOP BOTTOM BOTTOM X-DIST (FT.) .000 17.200 34.400 POS AREA = 147.9 STEEL + BEND - gEND + BEND - BEND Y-ORDINATE .000 8.600 .000 PSI PSI FT-KIPS FT-KIPS FT-KIPS FT-KIPS INVENTORY 270000.0 5500.0 363.1 .0 363.1 .0 ***** ORDINATES OF AND AREAS UNDER INFLUENCE LINE (CONTINUOUS SPAN) OPERATING 270000.0 5500.0 605.2 .� 605.2 .0 SPAN SPAN SPAN SPAN SPAN SPAN POST VEH1 270000.0 5500.0 605.2 .0 605.2 .0 T 0 POST VEH2 270000.0 5500.0 605.2 .0 605.2 .0 E 1 POST VEH3 270000.0 5500.0 605.2 .0 605.2 .0 N 2 POST SPEC .0 .0 .0 .0 .0 .0 T 3 H 4 ***** TOTAL DL ***** AVAIL.CAPAC.FOR LL+IMPACT 5 MOMENT EFFECT TOP TOP BOT BOT P 6 +BEND -BEND +BEND -BEND � � FT-KIPS F-KPS F-XPS F-KPS F-KPS I 8 206.3 INVENTORY 239.4 .0 239.4 .0 N 9 OPERATING 398.9 .0 398.9 .0 T 0 AREA *** ULTIMATE VEH. 1 398.9 .0 398.9 .0 TOTALS MOMENT CAPAC. VEH. 2 398.9 .0 398.9 .0 POS AREA .0 .0 .0 .0 :0 .0 .0 FT-ICIPS VEH. 3 398.9 .0 398.9 .0 NEG AREA .0 .0 .� .0 .0 .0 .0 ?86.8 SPECIAL .0 .0 .0 .0 ***** LIVE LOAD AND RATING CALCULATIONS (IMPACT FACTOR =.300 FOR +BEND AND =.300 FOR -BEND) ---------TRUCK LOAD---------------- -------LANE LOAD------- LIVE LL+IMP LL LOC.NO. DIR AXLE LL+IMP LL LOC.CONC LOC.CONC RATING SAFE LOAD RATING LOAD 1 WHEEL SPACE LOAD LOAD 2 FACT. CAPACITY VALUE FT-KIPS FT-KIPS FT. FT. FT-KIPS FT-KIPS FT. FT. TONS TNV HS20 +BEND 226.9 174.5 3.200 L .0 166.9 128.4 17.2d0 1.055 38.0 HS 21.1 -BEND .0 .0 .000 L .0 .0 .0 .000 .000 OPER HS20 +BEND 226.9 174.:5 3.200 L .0 166.9 128.4 17.200 1.758 63.3 HS 35.2 -BEND .0 .0 .000 L .0 .0 .0 .000 .000 POST SU2 +BEND 143.4 110.3 4.200 L 2.782 47.3 -BEND .0 .0 .000 L Page 1 of 3 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 POST SU4 +BEND 288.6 222.0 3.867 L 1.383 48.4 -BEND .0 .0 .000 L POST C4 +BEND 222.4 171.1 49.033 R 1.793 65.� -BEND .0 .0 .000 L POST SPEC +BEND .0 .0 .000 .000 .0 -BEND .0 .0 .000 ' Page 2 of 3 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 SUNIMARY OF SHEAR ANALYSIS DATE 03/24/06 D/P STI2UCTURE I.D. 930-227 ---INVENTORY--- ---OPERATING--- --VEH. 1 -- --VEH. 2 -- --VEH. 3 -- --SPECIAL-- MEMB. SPAN DIS FRM L DL SDL LL+I T LL+I T LL+= T LL+I T LL+I LL+I LL+I LL+I LL+I LL+I LL+I LL+I ID MATL N0. LT SPRT R SHEAR SHEAR MAX.V L MIN.V L MAX.V L MIN.V L MAX.V MIN.V MAX.V MIN.V MAX.V MIN.V MAX.V MIN.V FT. KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS G02 PSC 1 .000 L 17.8 6.1 35.1 T .0 T 35.1 T .0 T 19.7 .0 37.5 .0 31.2 .0 1 17.200 L .0 .0 12.7 T 12.7 T 12.7 T 12.7 T 8.3 8.3 14.2 14.2 12.9 12.9 1 34.400 L 17.8 6.1 .0 T 35.1 T .0 T 35.1 T .0 19.7 .0 37.5 .0 31.2 Page 3 of 3 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 LIVE LOAD DATA AT MOMENT CHECK POINT FOR PRESTRESSED CONCRETE FLEXLTRAL MEMBER - LOAD FACTOR RATING DATE 3/24/ 6 D/P STRUCTURE I,D. = 930-227 MEMBER I.D. -- G 2 C.P. LOCATION -- 1.50 PAGE 1 ***** LIVE LOAD CALCULATIONS (IMPACT FACTOR =.300 FOR +BEND AND =.300 FOR -BEND) -- LIVE LOAD -- -------------TRUCK MOMENT------------ -------------LANE MOMENT---�-------- -----FIXED----- -----SHEAR----- LIVE REDIS LL+IMP LL LOC.NO. DIR LL+IMP LL LOC.CONC. LOC.CONC. SHEAR LOAD LL+I 1 WHEEL LOAD #1 LOAD #2 +V -V LEFT RIGHT FT-KIPS FT-KIPS FT-KIPS FT. FT-KIPS FT-KIPS FT. FT. KIPS KIPS KIPS KIPS INV. HS20 +BEND .00 226.9 174.5 3.200 L 166.9 128.4 17.200 .000 .00 .00 12.69 12.69 -BEND .00 .0 .0 .000 L .0 .0 .000 .000 .00 .00 OPER HS20 +BEND .00 226.9 174.5 3.200 L 166.9 128.4 17.200 .000 .00 .00 12.69 12.69 -BEND .00 .0 .0 .000 L .0 .0 .000 .000 .00 .00 OPER 2 ST5 +BEND .00 214.3 164.8 -13.800 .0 .0 .000 .000 .00 .00 8.25 8.25 -BEND .00 .0 .0 .000 .0 .0 .000 .000 .00 .00 POST 1 SU2 +BEND .00 143.4 110.3 4.200 L .00 .00 8.34 8.34 -BEND .00 .0 .0 .000 L .00 .00 PO5T 4 SU3 +BEND .00 268.1 206.2 6.200 .00 .00 13.80 13.80 -BEND .00 .0 .0 .000 .00 .00 POST 2 SU4 +BEND .00 288.6 222.0 3.867 L .00 .00 14.22 14.22 -BEND .00 .0 .0 .000 L .00 .00 POST 5 C3 +BEND .00 155.4 119.6 7.200 .00 .00 -7.43 -7.43 -BEND .00 .0 .0 .000 .00 .00 POST 3 C4 +BEND .00 222.4 171.1 49.033 R .00 .00 12.93 12.93 -BEND .00 .0 .0 .000 L .00 .00 POST 6 C5 +BEND .00 223.4 171.8 -14.633 .00 .00 12.93 12.93 -BEND .00 .0 .0 .000 .00 .00 Page 1 of 2 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 LIVE LOAD DATA AT MOMEN'I' CHECK pOINT FOR PRESTRESSED CONCRETE FLEXURAL MEMBER - LOAD FACTOR RATING DATE 3/24/ 6 D/P STRUCTURE I.D. = 930-227 MEMBER I.D. -- G 2 C.P. LOCATION -- 1.50 PAGE 2 ***** RATING FACTOR ***** -- RATING FACTOR FOR -- -- RATING FACTOR FOR -- MOMENT SHEAR RATING SAFE TOP BOTT LEFT RIGHT VALUE LOAD +BEND -BEND +BEND -BEND CAP.(TONS) INV. HS20 1.055 .000 1.055 .000 .000 .000 HS 21.1 38.0 OPER HS20 1.758 .000 1.758 .000 .000 .000 HS 35.2 63.3 OPER 2 ST5 1.862 .000 1.862 .000 .000 .000 .0 74.5 POST 1 SU2 2.782 .000 2.782 .000 .000 .000 47.3 POST 4 SU3 1.488 .000 1.488 .000 .000 .000 49.1 POST 2 SU4 1.383 .000 1.383 .000 .000 .000 48.4 POST 5 C3 2.566 .000 2.566 .000 .000 .000 71.9 POST 3 C4 1.793 .000 1.793 .000 .000 .000 65.7 POST 6 C5 1.786 .000 1.786 .000 .000 .000 71.4 c T c � �� _` n/ �' fi Page 2 of 2 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 BARS-PC R5.5 - MOD 3 STRUCTURE I.D. = 930-227 *,r**,r,r**;r***,r**, r :,r,r.* *+ , r*:r , r*:r**** , r , r***** , r***. , r*****�**x� , r , r**+***+:r*x*x* , r*� , r****�,r*,r,r**x*�;r,r***:r*****x�*,�*.* : �***,� : r***,r*** * , r . ** , r:rW** � " STRUCTURE HEADER AND DESCRIPTION * x,e************,r*,r � ** ************* , r:r*+++* , r , r , r* , r********** , r***� , r , r , r*:r**.*+.:r,r*.*,+.*....�*++***,r*��***.*�+:r*,r*.**..***+*.**� +* �, r**** � + . 100-- 2 J. LABARBERA EA/I/0/P = FILE REQUESTS AND OUTPUT DATA EXCEPTIONS Od❑0 TYPE = PSC62 YEAR = 60 LEN = 180.00 FT. WIDTH = 28.00 FT. 5 SPANS SP.LOAD = INV.LL.TRK.= OP.LL.TRK.= a* * STRUCTURE LOCATION AND PERMANENT IDENTIFICATION FACTORS * ,t*x****, t , t+****x , tx , t* , t**�* , tfr , t*+t* , t**:t:t**+ic�• , t**t*** , tx , t******** , tx** , tx**:r+*a**:t:t , t.**,tx*+,r*,r*.,t,t,t,t***,t;t,t,t,r*:r*,r**,r:t+:r**,t ; t,t:r,r*,ta,r : r,r,r�**t,t 200-- 5 BRIDGE= 930227 DIST./CO.= 4 CONST. ROUTE = CONST. SECT.= CONST. STA.= 0+ . MICROFILM REEL N0. DESIGN PLANS= COMPUTATIONS= CORRESPONDENCE= ROUTE I.D.= MARKED ROUTE _ x*t:t** * COMMENTS * , t***.+ , r�*.. , rx* , r , rxx*******x. , r:r , r , e***.�x�**+ , r , rx*�*******��a�***** , r*****«+.+*+*+*****+..*x****,r****+x,r,r**,r*****,t*,r**,t**+:tx*+,r : r***+ : r ; r�* 300-- 6 1 TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RIVER 400-- 6 2 PALM BEACH COUNTY, FL 500-- 6 3 NEW SPAN 3 LQAD RATING 600-- 6 5 NEW 71.5" PSU - NON-VOIDED *x.x��rt:r*:r*x * MEMBER SPECIFICATIONS AND REQUIRED ANALYSIS-GTRDER,STRINGER F�ND FLOOR BEAM * *.******* t MEMBER SPANS STIFF. SPAN 1 SPAN 2 SPAN 3 MATL ALLOWABLE STRESS LL DIST. END TIiRU MAX IMPACT FACTOR o ID SYNA1 CODE (SPAN 4) (SPAN 5) (SPAN 6) CODE FY FB FC* FC** FACTOR FL.BM DECK INV OP. POST SPEC 3 700-- 8 G 2❑ 1 34.400 .000 .000 PSC 270.00 5500.00 1.029 .00 .00 .00 .00 �„� ` � s � c; � Page 1 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 * � ****+*** �� ****** � *********** **********��*******+**********.*****.*�.**+************.***�*w*.*******+**+* **** � ******* � ++** � *+*** * SUPERIMPOSED DEAD LOADS-GIRDERS,STRINGERS AND FLOOR BEAMS * *##* MEMBER SYI�III. SPAN DISTANCE FR. LOAD LOAD LENGTH ID NO. LEFT SUPP. TYPE P OR W(L) W(R) 800--10 G 2 1 .00OFT. W 357.5 .0 34.400FT. **..*** �� **..*+.,r+*.*** � *** � **«*** �* * *****.*�*�******+**�*******x� , �:r*******�*******:**�**+*+*:.*****,+*�**.**+*�*******+*** * + ******* * SECTION F2ANGE SPECIFICATIONS + *:r,r*****:r*,r** � ,r,r*****,r+** � *,r,r � + * , r* , r* , r**+. , r* , r , r*******:r**�******** , r**+;r*:r***********;r*x***�*******,r:r,r:r*x*,r�****»,r� : r ; r***,r,r,+* *x , r:r , r*xx MEMBER SYNII1. SPAN RANGE RANGE SECTION N0. SEC. VAR. HINGE HINGE 1 HINGE 2 HYBRID GIRDER ID NO. NO. LENGTH LEFT RIGHT CODE DIST. DIST. CODE FY CODE FY 900--11 G 2 1 1 34.400FT. 1 0 .00OFT. .00OFT. 0. 0. ***.,r******, r**********:r;r*:r* , r*.<:r******. , r*�*****:� , r****�***�* , . , r**x** , ..**.. , r , r,.*.*�x**.*��*�*****�**+�*+*..*,r.*�*.***�*. * � x � ***** .�. + * SECTION PROPERTIES (PRESTRESSED CONCRETE) - GIRDERS,STRINGERS,FLOOR BEAMS * ,e**,r:**x****x«:r* � e**x.x*+** +**��***** , r:r+**** , r***+ , r**+* , r*.•****x+*�*x*x**+ , r**x*x*�x**x�**x****:r**,r**,r*x+:r:t**,e***�*,r***i : ***x,r. : r*. : r ; r MEMBER SAME ** VOIDS DESCRIPTION ** *************** BEAM DESCRIPTION ***************** ****** STRANDS ****** ID. SECT ADR DEPTH WIDTH DIST. CODE DEPTH TFLW TFLT TFIT WEBT BFIT BFLT BFLW I ASI DI 1000--15 G 2 1 0 .0 .00 .0 15.00 65.5 5.5 .00 63.50 .00 4.0 71.5 1 L 2408.00 3.00 1100--15 G 2 1 0 .0 .00 .0 .00 .0 .0 .00 .00 .00 .0 .0 2 L 208.00 12.00 C � O 3 W � �J � Page 2 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 Page 3 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 SUMMP.RY OF RATING CALCULATTONS------STRUCTURE MEMBER G 2 BARS-PC RELEASE 5.5 IN�IENTORY AND/OR OPERATING ANALYSIS INPUT CODING -- STRUCTURE 93�227 D/P STR. I.D.-- 930-227 DATE 3/24/ 6 INVENT012Y OPERATING BY J. LABARBERA LIVE LOAD RATING LIVE LOAD RATING HS20 AS 21.10 HS20 HS 35.17 STRUCTURE DESCRIPTION -- LOCATION -- MICROFILM REEL NUMBERS -- IAENTIFICATION 930227 DISTRICT 4 DESIGN PLANS TYPE PSC62 COUNTY COMPUTATIONS YEAR OF CONSTR. 1960 CONSTR. RTE. CORRESPQNDENCE LENGTH 180.00 FEET CONSTR. SEC. ROADWAY WIDTH 28.00 FEET CONSTR. STA. 0+ . NUMBER OF SPANS 5 KEY RTE. MARKED RTE. ANALYST REMARKS -- TEQUESTA DR OVER NORTFi PRONG OF THE LOXAHATCHEE RIVER PALM BEACH COUNPY, FL NEW SPAN 3 LOAD RATING NEW 71.5" PSU - NON-VOIDED INVENTORX RATING SUMMARY -- OPERATING RATING SUNIIVIARY -- MEMBER ID. G 2 MEMBER ID. G 2 SPAN 1 SPAN 1 CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DI5T. 17.2 FEET LIVE LOAD DESIGNATION H520 LIVE LOAD DESIGNATION HS20 MOMENT MOMENT (FT. KIPS) (FT. KIPS) MEMBER CAPACITY 445.6 MEMBER CAPACITY 605_2 DL EFFECT 206.3 DL EFFECT 206.3 Page 4 of 11 � K:\Structures\Bridge_Inspection�DIST4�930227\Tequesta New Span 3 CAPACITY FOR (LL+I) 239.4 CAPACITY FOR (LL+I) 398.9 ACTUAL (LL+I) 226.9 ACTUAL (LL+I) 226.9 INVENTORY RATING HS 21.10 OPERATING RATING HS 35.17 Page 5 of 11 K:\5tructures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 . SUIvID7ARY OF RATING CALCULATION5------STRUCTURE MEMBER G 2 BARS-PC RELEASE 5.5 POSTING ANALYSIS INPUT CODING -- STRUCSURE 930227 D/P STR. I.D.-- 930-227 DATE 3/2§/ 6 INVENTORY OPERATING POSTING BY J. LABARBERA LIVE LOAD RATING LIVE LOAD RATING TRUCK TYPE GROSS TONS HS20 HS 21.10 HS20 HS 35.17 VEH. SU2 47.29 VEH. SU4 48.39 VEH. C4 65.73 5TRUCTURE DESCRIPTION -- LOCATION -- MICROFILM REEL NUMBERS -- IDENPIFICATION 930227 DISTRICT 4 DESIGN PLANS TYPE PSC62 COUNPY COMPLTTATIONS YEAR OF CONSTR. 1960 CONSTR. RTE. CORRESPONDENCE LENGTH 180.00 FEET CONSTR. SEC. . ROADWAY WIDTH 28.00 FEET CONSTR. STA. 0+ . NUMBER OF SPANS 5 KEY RTE. MARKED RTE. ANALYST REMARKS -- TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RIVER PALM BEACH COUNPY, FL NEW SPAN 3 LOAD RATING NEW 71.5" PSU - NON-VOIDED TRUCK TYPE VEH. SU2 TRUCK TYPE VEH. SU4 TRUCK TYPE VEH. C4 MEMBER ID. G 2 MEMBER ID. G 2 MEMBER ID. G 2 SPAN 1 SPAN 1 SPAN 1 CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. AIST. 17.2 FEET MOMENT MOMENT MOMENT (FT. KIPS) (FT. KIPS) (FT. KIPS) MEMBER CAPACITY 605.2 MEMBER CAPACITY 605.2 MEMBER CAPAGITY 605.2 DL EFFECT 206.3 DL EFFECT 206.3 DL EFFECT 206.3 Page 6 ot 11 K:\Structures\Bridge_Tnspection\DIST4\930227\Tequesta New Span 3 CAPACITY FOR (LL+I) 398.9. CAPACITY FOR (LL+I) 398.9 CAPACITY FOR (LL+I) 398.9 ACTUAL (LL+I) 143.4 ACTUAL (LL+I) 288.6 ACTUAL (LL+I). 222.4 POSTING GR�SS TONNAGE 47.3 POSTING GROSS TONNAGE 48.4 POSTING GROSS TONNAGE 65.7 Page 7 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 *** FINAL SUMMARY OF RATING RESULTS FOR --- STRUCTURE ID. 930-227 BARS-PC RELEASE 5.5 INVENTORY AND/OR OPERATING ANALYSIS STRUCTURE 930227 D/P STR. ID-- 930-227 INPUT CODING-- INVENTORY OPERATING DATE 3/24/ 6 LIVE LOAD RATING LIVE LOAD RATING HS20 HS 21.1 HS20 HS 35.2 BY J. LABARBERA STRUCTURE DESCRIPTION-- LOCATION-- MICROFILM REEL NUMBERS-- IDENTIFICATION 930227 DISTRICT 4 DE5IGN PLANS TYPE PSC62 COUNTY COMPUTATIONS YEAR OF CONSTR. 1960 CONSTR. RTE. CORRESPONDENCE LENGTH 180.00 FEET CONSTR. SEC. ROADWAY WIDTH 28.00 FEET CONSTR. STA. 0+ . NUMBER OF SPANS 5 KEY RTE. MARKED.RTE. ANALYST REMARKS-- TEQUESTA DR OVER NORTFi PRONG OF THE LOXAHATCHEE RIVER PALM BEACH COUNTY, FL NEW SPAN 3 LOAD RATING NEW 71.5" PSU - NON-VOIDED INVENTORY RATING SUMMARY OPERATING RATING Si)I�IARY MEMBER I.D. G 2 MEMBER I.D. G 2 SPAN 1 SPAN 1 CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET LIVE LOAD DESIGNATION HS20 LIVE LOAD DESIGNATION HS20 MOMENT MOMENT (FOOT-KIPS) (FOOT-KIPS) MEMBER CAPACITY 445.6 MEMBER CAPACITY 605.2 DL EFFECT 206.3 DL EFFECT 206.3 CAPACITY FOR (LL+I) 239.4 CAPACITY FOR (LL+I} 398.9 Page 8 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 ACTUAL (LL+I) 226.9 ACTUAL (LL+I) 226,9 INVENTORY RATING HS 21.10 OPERATING RATING HS 35.17 Page 9 of 11 K:\Structures\Bridge_InspecCion\DIST4\930227\Tequesta New Span 3 *** FINAL SUhID1ARY OF RATING RESULTS FOR --- STRUCTURE ID. 930-227 BARS-PC RELEASE 5.5 POSTING ANALYSIS STRUCTURE 930227 D/P 5TR. ID-- 930-227 INPUT CODING-- INVENTORY OPERATING POSTING DATE 3/24/ 6 LIVE LOAD RATING LIVE LOAD RATING TRUCK TYPE GROSS TONS BY J. LABARBERA HS2Q AS 21.10 HS20 HS 35.17 VEH. SU2 47.3 VEH. SU4 48.4 VEH. C4 65.7 STRUCTURE DESCRIPTION-- LOCATION-- MICROFILM REEL NUMBERS-- IDENTIFICATION 930227 DISTRTCT 4 DESIGN PLANS TYPE PSC62 COUNTY COMPUTATIONS YEAR OF CONSTR. 1960 CONSTR. RTE. CORRESPONDENCE LENGTH 180.00 FEET CONSTR. SEC. ROADWAY WIDTH 28.00 FEET CONSTR. STA. 0+ . NUMBER OF SPANS 5 KEY RTE. MARKED RTE. ANALYS2 REMARKS-- TEQUESTA DR OVER NORTH PRONG OF THE LOXAEIATCHEE RIVER PALM BEACH COUNTY, FL NEW SPAN 3 LOAD RATING NEW 71.5" PSU - NON-VOIDED POSTING RATING SUMAIARY TRUCK TYPE VEH. SU2 TRUCK TYPE VEH. SU4 TRUCK TYPE VEH. C4 MEMBER I.D. G 2 MEMBER I.D. G 2 MEMBER S.D. G 2 SPAN 1 SPAN 1 SPAN 1 CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET MOMENT MOMENT MOMENT (FOOT-KIPS) (FOOT-KIPS) (FOOT-KIPS) MEMBER CAPACITY 605.2 MEMBER CAPACITY 605.2 MEMBER CAPACITY 605.2 DL EFFECT 206.3 DL EFFECT 206.3 DL EFFECT 206.3 CAPACITY FOR (LL+I) 398.9 CAPACITY FOkt (LL+I) 398.9 CAPACITY FOR (LL+I) 398.9 ACTUAL �LL+I) 143.4 ACTUAL (LL+I) 288.6 ACTUAL (LL+I) 222.4 Page 10 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 POSTING GROSS TONNAGE 47.3 POSTING GROSS TONNAGE 48.4 POSTING GROSS TONNAGE 65.7 Page 11 of 11 � K:\Structures\Sridge_Inspection\DIST4\930227\Tequesta New Span 3 DETAIL DATA AT MOMENT CHECK POINT FOR SARS RELEASE 5.5 PRESTRESSED CONCRETE FLEXURAL MEMBER DATE 03124/06 D/P STRUCTURE I.D. 930-227 MEMBER I.D.--G02 C.P. LOCATION 1.50 ***** SECTION PROPERTIES IN RANGE 1 OF SPAN 1 -----------SECTION MODULUS----------- IX , IX C TOP TOP BOTTOM BOTTOM H AREA AS CT DA ECC FI + BEY3D - BENfJ (BOT} + BEND - BEND + BEND - BEND IN. SQ.IN. SQ.IN. IN. IN. IN ICIPS IPI**4 IN**4 IN. IN**3 IN**3 IN**3 IN**3 15.00 995.50 3.98 7.70 3.00 3.61 805.5 19395.1 19395.1 7.30 2520.0 .0 2655.6 11.3 I,OSS = 26968.7 FF = 698.3 NON-COMP: D= 11.31 KA = 2.22 JD = 10.57 ***** INFLUENCE LINE (SIMPLE SPAN) ***** ULTIM. STRENGTH ***** MOMENT CAPACITY PRESTRESS CONC TOP TOP BOTTOM BOTTOM X-DIST (FT.) .000 17.200 34.400 POS AREA = 147.9 STEEL + BEND - BEND + BEND - BEND Y-ORDINATE .000 8.600 .Q00 PSI PSI FT-KIPS FT-KIPS FT-KIPS FT-KIPS INVENPORY 270000.0 5500.0 363.1 .0 363.1 .0 ***** ORDINATES OF AND AREAS UNDER INFLUENCE LINE (CONTINUOUS SPAN) OPERATING 270000.0 5500.0 605.2 .0 605.2 .0 SPAN SPAN SPAN SPAN SPAN SPAN POST VEH1 270000.0 5500.0 605.2 .0 605.2 .0 T 0 POST VEH2 270000.0 5500.0 605.2 .0 605.2 .0 E 1 POST VEH3 270000.0 5500.0 605.2 .0 605.2 .0 N 2 POST SPEC .0 .0 .0 .0 .0 .0 T 3 H 4 ***** TOTAL DL ***** AVAIL.CAPAC.FOR LL+IMPACT 5 MOMENT EFFECT TOP TOP BOT BOT P 6 +BEND -BEND +SEND -BEND O 7 FT-KIPS F-KPS F-KPS F-KPS F-KPS I 8 206.3 INVENPORY 239.4 .0 239.4 .0 N 9 OPERATING 398.9 .0 398.9 .0 T 0 AREA *** ULTIMATE VEH. 1 398.9 .0 398.9 .0 TOTALS MOMENT CAPAC. VEH. 2 398.9 .0 398.9 .0 POS AREA .0 .0 .0 .0 :0 .0 .0 FT-KIPS VEH. 3 398.9 .0 398.9 .0 NEG AREA .0 .0 .O .O .0 .0 .0 786.8 SPECIAL .0 .0 .0 .0 '�**** LIVE LOAD AND RATING CALCULATIONS (IMPACT FACTOR =.300 FOR +BEND AND =.300 FOR -BEND) ---------TRUCK LOAD---------------- -------LANE LOAD------- LIVE LL+IMP LL LOC.NO. DIR AXLE LL+IMP LL LOC.CONC LOC.CONC RATING SAFE LOAD RATING LOAD 1 WfiEEL SPACE LOAD LOAD 2 FACT. CAPACITY VALUE FT-KIPS FT-KIPS FT. FT. FT-KIPS FT-KIPS FT. FT. TONS INV HS20 +BEND 226.9 174.5 3.200 L .0 166.9 128.4 17.200 1.055 38.0 HS 21.1 -BEI3D .0 .0 .000 L .0 .0 .0 .000 .000 OPER HS20 +BEND 226.9 174:5 3.260 L .0 166.9 128.4 17.200 1.758 63.3 HS 35.2 -BEND .0 .0 .000 L .0 .0 .0 .000 .000 POST SU2 +BEND 143.4 110.3 4.200 L 2.782 47.3 -SEND .O .0 .000 L Page 1 of 3 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 P05T SU4 +BEND 288.6 222.0 3.867 L 1.383 48.4 -BEND .0 .0 .000 L P05T C4 +BEND 222.4 171.1 49.033 R 1.793 65.7 -BEND .0 .0 .000 L POST SPEC +BEND .� .0 .000 .000 .0 -BEND .0 .0 .000 Page 2 of 3 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 SUMMP.RY OF SHEAR ANALYSIS DATE 03/24/06 D/P STRUCTURE I.D. 930-227 ---INVENTORY--- ---OPERATING--- --VEH. 1 -- --VEH. 2 -- --VEH. 3 -- --SPECIAL-- MEMB. SPAN DIS FRM L DL SDL LL+I T LL+I T LL+I T LL+I T LL+I LL+I LL+I LL+I LL+I LL+I LL+I LL+I TD MATL N0. LT SPRT R SHEAR SHEAR MAX.V L MIN.V L MAX.V L MIN.V L MAX.V MIN.V MAX.V MIN.V MAX.V MIN.V MAX.V MIN.V FT. KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS KIPS G02 PSC , 1 .000 L 17.8 6.1 35.1 T .0 T 35.1 T .0 T 19.7 .0 37.5 .0 31.2 .0 1 17.200 L .0 .0 12.7 T 12.7 T 12.7 T 12.7 T 8.3 8.3 14.2 14.2 12.9 12.9 1 34.400 L 17.8 6.1 .0 T 35.1 T .0 T 35.1 T .0 19.7 .0 37.5 .0 31.2 Page 3 of 3 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 LIVE LOAD DATA AT MOMENT CHECK POIN'I' FOR PRESTRESSED CONCRETE FLEXURAL MEMBER - LQPS3 FACT�R RATING DATE 3/24/ 6 D/P STRUCTURE I.D. = 930-227 MEMBER I.D. -- G 2 C.P. LOCATION -- 1.50 PAGE 1 ***** LIVE LOAD CALCULATIONS (IMPACT FACTOR =.300 FOR +BENTJ AND =.300 FOR -BENA) -- LIVE LOAD -- -------------TRUCK MOMENT------------ -------------LA1VE MOMENT------------ -----FIXED----- -----SHEAR----- LIVE REDI5 LL+IMP LL LOC.NO. DIR LL+IMP LL LOC.CONC. LOC.CONC. SHEAR LOAD LL+I 1 WHEEL LOAD #1 LOAD #2 +V -V LEFT RIGHT FT-KIPS FT-KIPS FT-KIPS FT. FT-KIPS FT-KIPS FT. FT. KIPS KIPS KIPS KIPS INV. HS20 +BEND .00 226.9 174.5 3.200 L 166.9 128.4 17.200 .000 .00 .00 12.69 12.69 -BEND .00 .0 .0 .000 L .0 .0 .000 .000 .00 .OQ OPER HS20 +BEND .00 226.9 174.5 3.200 L 166.9 128.4 17.200 .000 .00 .00 12.69 12.69 -BEND .00 .0 .0 .000 L .0 .0 .000 .000 .00 .00 OPER 2 ST5 +BEND .00 214.3 164.8 -13.800 .0 .0 .000 .000 .00 .00 8.25 8.25 -BEND .00 .0 .0 .000 .0 .0 .000 .000 .00 .00 POST 1 SU2 +BENU .00 143.4 110.3 4.200 L .00 .00 8.34 8.34 -BEND .00 .0 .0 .000 L .00 .00 POST 4 SU3 +BEND .00 268.1 206.2 6.200 .00 .00 13.80 13.80 -BEND .00 .0 .0 .000 .00 .00 POST 2 StT4 +BEND .00 288.6 222.0 3.867 L .00 .00 14.22 14.22 -BEND .00 .0 .0 .000 L .00 .00 POST 5 C3 +BEND .00 155.4 119.6 7.200 .00 .00 -7.43 -7.43 -BEND .00 .0 .0 .000 .00 .00 POST 3 C4 +BEND .00 222.4 171.1 49.033 R .00 .00 12.93 12.93 -BEND .00 .0 .0 .000 L .00 .00 POST 6 C5 +BEND .00 223_4 171.8 -14.633 .00 .00 12.93 12.93 -BEND .00 .0 .0 .000 .00 .00 Page 1 of 2 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 LIVE LOAD DATA AT MOMENT CHECK POINT FOR PRESTRESSED CONCRETE FLEXURAL MEMBER - LOAD FACTOR RATING DATE 3/24/ 6 D/P STRUCTURE I.D. = 930-227 MEMBER I.D. -- G 2 C.P. LOCATION -- 1.50 PAGE 2 ***** RATING FACTOR ***** -- RATING FACTOR FOR -- -- RATING FACTOR FOR -- MOMENT SHEAR RATING SAFE TOP BOTT LEFT RIGHT VALUE LOAD +BEND -BEND +BEND -BEND CAP.(TONS) INV. HS20 1.055 .000 1.055 .000 .000 .000 H3 21.1 38.0 OPER HS20 1.758 .000 1.758 .000 .000 .000 HS 35.2 63.3 OPER 2 ST5 1.862 .000 1.862 .000 .OQO .000 .0 74.5 POST 1 SU2 2.782 .000 2.782 .000 .Q00 .000 47.3 POST 4 SU3 1.488 .000 1.488 .000 .000 .000 49.1 POST 2 SU4 1.383 .000 1.383 .000 .000 .000 48.4 POST 5 C3 2.566 .000 2.566 .000 .000 .000 71.9 POST 3 C4 1.793 .000 1.793 .000 .000 .000 65.7 POST 6 C5 1.786 .000 1.786 .000 .000 .000 71.4 < T G � I.� '` �J �• �� Page 2 of 2 K:\Structiures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 BARS-PC R5.5 - MOD 3 STRUCTURE I.D. = 930-227 +x*,t,r***:r,r:x,t,t,r**,r**+,t*,t** � t* ***** , t** , t*�*�****+**+t:r*�*�*t**�* , r* , t**** , r* , r*+*+*,+,r+*:rx++:r,t,r*,r*,r******** ; r** : r.****,t** :r:r *, r . :r**x . :ra**:r;rx*+ � " STRUCTURE HEADER AND DESCRIPTION :r **:r++ � *x*: �� ***a,t.tx++,r*,r+*,r,r**, r** , r�*t**** , t , r* , r , r , tt*x** , r* , r , tx**er , r , r*** , r+;r�a*x*x****�*****+**++,r**�+,rw,t**+**,r***,r*.*t* ; r,r* :r * *+* � * , r+:r � *** 100-- 2 J. LABARBERA EA/I/0/P = FILE REQUESTS AND OUTPUT DATA EXCEPTIONS pdpp TYPE = PSC62 YEAR = 60 LEN = 180.00 FT. WIDTH = 28.00 FT. 5 SPANS SP.LOAD = INV.LL.TRK.= OP.LL.TRK.= x.* � **,r,r* � *,r**** �* .+.+'+ +*****+*.x**.*****�**� , r*****re�* , r** , r***** , r , r*:r**:r:r�:r*****:r*;r..•*,r***,r**,r�****�+*x*�***�..�x+«**�***.+*�� **** * STRTTCTURE LOCATION 11ND PERMANENT IDENTIFICATION FACTORS * *�* 200-- 5 BRIDGE= 930227 DIST./CO.= 4 CONST. ROUTE = CONST. SECT.= CONST. 5TA.= 0+ . MICROFILM REEL N0. DESIGN PLANS= COMPUTATIONS= CORRESPONDENCE= ROUTE I.D.= MARKED ROUTE _ *** * COMMENTS * +***+.*** 300-- 6 1 TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RIVER 400-- 6 2 PALM BEACH COUNTY, FL 500-- 6 3 NEW SPAN 3 LOAD RATING 600-- 6 5 NEW 71.5" PSU - NON-VOIDED , rx*x+�x***:t*x , t****+**x**x*x***** , r*x*. , t+* , ra�**� , r*.t+*��*w+**««+*+�*r:+:+:**��*******xx�+*x*.****:t,t�,t�.+:t,tx*��,t**:r**,t*.***+w : r*,t*,t+,t**,r,t * MEMBER SPECIFICATIONS AND REQUIRED ANALYSIS-GIRDER,STRINGER AND FLOOR BEAM * aa t MEMBER SPANS STIFF. SPAN 1 SPAN 2 SPAN 3 MATL ALLOWABLE STRESS LL DIST. END THRU MAX IMPACT FACTOR o ID SYNII�i CODE (SPAN 4) (SPAN 5) (SPAN 6) CODE FY FB FC* FC** FACTOR FL.BM DECK INV OP. POST SPEC 3 700-- 8 G 2 0 1 34.400 .000 .000 PSC 270.00 5500.00 1.029 .00 .00 .00 .00 W ` � s C G� Page 1 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 *****************�*******�:**********�*�*�*****************.****++�*:*******��******�**.*�*�*.**********�+**�**�**++***+�+*�*�*** * SUPERIMPOSED DEAD LOADS-GIRDERS,STRINGERS AND FLOOR BEAMS * **** �� ******+********xx*x � **+*** * x * +*+ *** x �*+*******�***x**x�*+*********+****+**xx**+*�*�********�******** ***+** � * . *+**+++****+*+ MEMBER SYMM. SPAN DISTANCE FR. LOAD LOAD LENGTH ID NO. LEFT SUPP. TYPE P OR W(L) W('R) 800--10 G 2 1 .00OFT. W 357.5 .0 34.400FT. **** � ******..++********* � ***** *****�* , +* , r*+***�******�**********�*.+****�*.**:r**:r***:r.***�**�*****�*,�*****.++**�*****+**,r * ., r . ***+* * SECTION RANGE SPECIFICATIONS � *x***.****,r***:r****+ � *.* � **** � + ** , r** *, r****************.*+**** , r+********** , r , r++;r*** , r**,r�********,r,r�***,r,r:r**:r***x*x�x* : r,r : r**, r .* ***++ , r MEMBER SYI�fI1. SPAN RANGE RANGE SECTION N0. SEC. VAR. HSNGE HINGE 1 HINGE 2 HYBRID GIRDER ID N0. NO. LENGTH LEFT RIGHT CODE DIST. DIST. CODE FY CODE FY 900--11 G 2 1 1 34.400FT. 1 0 .00OFT. .00OFT. 0. 0. * � **** **:r:�** , r*.*** , r*** , r*:**************************�*******..�x**..*+*******�*��.*�..�*****��w�+**+**��** : .+�***�*�. x � * * *** � * « ' SECTION PROPERTIES (PRESTRESSED CONCRETE) - GIRDERS,STRINGERS,FLOOR BEAMS * **,r+***x** *****+****xx+:+�:r. , r , r*+ , r , r*:+** , .*�*****:r+.**+*�.******�******�+* , r+* , r+ , r , r* , r*,r****,r*,r*�*,r****,r****+****,r**,r**,r*******x+,r,r**** MEM$ER SAME ** VOIDS DESCRIPTION ** *************** BEAM DESCRIPTION ***************** ****** STRANDS ****** ID. SECT ADR DEPTH WIDTH DIST. CODE DEPTH TFLW TFLT TFIT WEBT BFIT BFLT BFLW I ASI DI 1000--15 G 2 1 0 .0 .00 .0 15.00 65.5 5.5 .00 63.50 .00 4.0 71.5 1 L 2408.00 3.00 1100--15 G 2 1 0 .0 .00 .0 .00 .0 .0 .00 .00 .00 .0 .0 2 L 208.00 12.00 C ^o O � �� r.� f� Page 2 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 Page 3 of 11 K:\Structures\Bridge_Inspection�DIST4\930227\Tequesta New Span 3 SUMMARY OF RATING CALCULATIONS MEMBER G 2 BARS-PC RELEASE 5.5 INVENTORY AND/OR OPERATING ANALYSIS INPUT CODING -- STRUCTURE 930227 D/P STR. I.D.-- 930-227 DATE 3/24/ 6 INVENTORY OPERATING BY J. LABARBERA LIVE LOAD RATING LIVE LOAD RATING HS20 AS 21.10 HS20 HS 35.17 STRUCTURE DESCRIPTION -- LOCATION -- MICROFILM REEL NUMBERS -- IDENTIFICATION 930227 DTSTRICT 4 DESIGN PLANS TYPE PSC62 COUNTY COMPUTATIONS YEAR OF CONSTR. 1960 CONSTR. RTE. CORRESPONDENCE LENGTH 180.00 FEET CONSTR. SEC. ROADWAY WIDTH 28.00 FEET CONSTR. STA. O+ . NUMBER OF SPANS 5 KEY RTE. MARKED RTE. ANALYST REMARKS -- TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RIVER PALM BEACH COUNTY, FL NEW SPAN 3 LOAD RATING NEW 71.5" PSU - NON-VOTDED INVENTORY RATING SUMMARY -- OPERATING RATING SUMMARY -- MEMBER ID. G 2 MEMBER ID. G 2 SPAN 1 SPAN 1 CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET LIVE LOAD DESIGNATION HS20 LIVE LOAD DESIGNATION HS20 MOMENT MOMENP (FT. KIPS) (FT. KIPS) MEMBER CAPACITY 445.b MEMBER CAPACITY 605.2 DL EFFECT 206.3 DL EFFECT 206.3 Page 4 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 CAPACITY FOR (LL+I) 239.4 CAFACITY FOR (LL+I) 39$,g ACTUAL {LL+I) 226.9 ACTUAL (LL+I) 226,g INVENTORY RATING HS 21.10 OPERATING RATING HS 35.17 Page 5 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 SUhID1ARY OF RATING CALCULATIONS------STRUCTURE MEMBER G 2 BARS-PC RELEASE 5.5 POSTING ANALYSIS TNPUT CODING -- STRUCTURE 930227 D/P STR. I.D.-- 930-227 AATE 3/24/ 6 INVEN'PORY OPERATING POSTING BY J. LABARBERA LIVE LOAD RATING LIVE LOAD RATING TRUCK TYPE GROSS TONS HS20 HS 21.10 HS20 HS 35.17 VEH. SU2 47.29 VEH. SU4 48.39 VEH. C4 65.73 STRUCTURE DESCRIPTION -- LOCATION -- MICROFILM REEL NUMBERS -- IDENPIFICATION 930227 AISTRICT 4 DESIGN PLANS TYPE PSC62 COUNTY COMPU'T'ATIONS YEAR OF CONSTR. 1960 CONSTR. RTE. CORRESPONDENCE LENGTH 180.00 FEET CONSTR. SEC. . ROADWAY WIDTH 28.00 FEET CONSTR. STA. 0+ . NUMBER OF SPANS 5 SCEY RTE. MARKED RTE. ANALYST REMARKS -- TEQUESTA DR OVER NORTH PRONG OF THE LQXAHATCHEE RIVER PALM BEACH COUNTY, FL NEW SPAN 3 LOAD RATING NEW 71.5" PSU - NON-VOIDED TRUCK TYPE VEH. SU2 TRUCK TYPE VEH. 5U4 TRUCK TYPE VEH. C4 MEMBER ID. G 2 MEMBER ID. G 2 MEMBER ID. G 2 SPAN 1 SPAN 1 SPAN 1 CTtITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET MOMENT MOMENT MOMENT (FT. KIPS) (FT. KIPS) (FT. KIPS) MEMBER CAPACITY 605.2 MEMBER CAPACITY 605.2 MEMBER CAPACITY 605.2 DL EFFECT 206.3 DL EFFECT 206.3 DL EFFECT 206.3 Page 6 of 11 K:\Structures\Bridge_Tnspection\DIST4\930227\Tequesta New Span 3 CAPACITY FOR (LL+I) 398.9. CAPACITY FOR (LL+I) 398.9 CAPACITY FOR (LL+I) 398.9 ACTUAL (LL+I) 143.4 ACTUAL (LL+I) 288.6 ACTUAL (LL+I). 222.4 POSTING GROSS TONNAGE 47.3 POSTING GROSS TONNAGE 48.4 POSTING GROSS TONNAGE 65.7 Page 7 of 11 � K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 *** FINAL SUMMARY OF RATING RESULTS FOR --- STRUCTURE ID. 930-227 BARS-PC RELEASE 5.5 INVENTORY AND/OR OPERATING ANALYSIS STRUCTURE 930227 D/P STR. ID-- 930-227 INPUT CODING-- INVENTORY OPERATING DATE 3/24J 6 LIVE LOAD RATING LIVE LOAD RATING HS20 HS 21.1 HS20 HS 35.2 BY J. LABARBERA STRUCTURE DESCRIPTION-- LOCATION-- MICl20FILM REEL NUMBERS-- IDENTIFICATION 930227 DISTRICT 4 DESIGN PLANS TYPE PSC62 COUNTY COMPUTATIONS YEAR OF CONSTR. 1960 CONSTR. RTE. CORRESPONDENCE LENGTH 180.00 FEET CONSTR. SEC. ROADWAY WIDTH 28.00 FEET CONSTR. STA. 0+ . NUMBER OF SPANS 5 KEY RTE. MARKED,RTE. ANALYST REMARKS-- TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RIVER PALM BEACH COUNTY, FL NEW SPAN 3 LOAD RATING NEW 71.5" PSU - NON-VOIDED INVENTORY RATING SiJMMARY OPERATING RATING SiTMMARY MEMBER I.D. G 2 MEMBER I.D. G 2 SPAN 1 SPAN 1 CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P_ DIST. 17.2 FEET LIVE LOAD DESIGNATION HS20 LIVE LOAD DESIGNATION HS20 MOMENT MOMENT (FOOT-KIPS) (FOOT-KIPS) MEMBER CAPACITY 445.6 MEMBER CAPACITY 605.2 DL EFFECT 206.3 DL EFFECT 206.3 CAPACITY FOR (LL+I) 239.4 CAPACITY FOR (LL+I) 398.9 Page 8 of 11 K:\Structures\Bridge_Tnspection\DTST4\930227\Tequesta New Span 3 ACTUAL (LL+z) 226.9 ACTUAL (LL+I) 226.g INVENTORY RATING HS 21.10 OPERATING RATING HS 35.17 Page 9 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 *** FINAL SUhQ1ARY OF RATING RESULTS FOR --- STRUCTURE ID. 930-227 BARS-PC RELEASE 5.5 POSTING ANALYSI5 STRUCTURE 930227 D/P 5TR. ID-- 930-227 INPUT CODYNG-- INVENTORY OPERATING POSTING DATE 3/24/ 6 LIVE LOAD RATING LIVE LOAD RATING TRUCK TYPE GROSS TONS BY J. LABARBERA HS20 HS 21.10 HS20 HS 35.17 VEH. SU2 47.3 VEH. SU4 48.4 VEH. C4 65.7 STRUCTURE DESCRTPTION-- LOCATION-- MICROFILM REEL N[JMBERS-- IDENTIFICATION 930227 DISTRICT 4 DESIGN PLANS TYPE PSC62 COUNTY COMPUTATION5 YEAR OF CONSTR. 1960 CONSTFt. RTE. CORRESPONDENCE LENGTH 180.00 FEET CONSTR. SEC. ROADWAY WIDTH 28.00 FEET CONSTR. STA. 0+ . NUNIDER OF SPANS 5 KEY RTE. MARKED RTE. ANALYST REMARKS-- TEQUESTA DR OVER NORTH PRONG OF THE LOXAHATCHEE RIVER PALM BEACH CQUNTY, FL NEW SPAN 3 LOAD RATING NEW 71.5" PSU - NON-VOIDED POSTING RATING SUMMARY TRUCK TYPE VEH. 5U2 TRUCK TYPE VEH. SU4 TRUCK TYPE VEH. C4 MEMBER I.D. G 2 MEMBER I.D. G 2 MEMBER I.D. G 2 SPAN 1 SPAN 1 SPAN 1 CRITTCAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET CRITICAL C.P. DIST. 17.2 FEET MOMENT MOMENT MOMENT (FOOT-KIPS) (FOOT-KIPS) (FOOT-KIPS1 MEMBER CAPACITY 605.2 MEMBER CAPACITY 605.2 MEMBER CAPACITY 605.2 DL EFFECT 206.3 DL EFFECT 206.3 DL EFFECT 206.3 CAPACITY FOR (LL+I) 398.9 CAPACITY FOR (LL+2) 398.9 CAPACITY FOR (LL+I) 398.9 ACTUAL (LL+I) 143.4 ACTUAL (LL+I) 288.6 ACTUAL (LLtI) 222.4 Page 10 of 11 K:\Structures\Bridge_Inspection\DIST4\930227\Tequesta New Span 3 POSTING GROSS TONNAGE 47.3 POSTING GROSS TONNAGE 48.4 POSTING GROSS TONNAGE 65.7 Page 11 of 11 - roPic E � BRIDGE H(STORY � FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Bridge No: 930227 Date: 3/8/2006 E. B R I D G E H I S T O R Y Bridge No. 930227 was originally built in 1962 (plans are available). In 2006, Span 3 roadway section was replaced due to deterioration of the original prestressed slab units. Span 3 replacement was designed by Bridge Design Associates, Inc. from West Palm Beach, Florida (BDA, Inc. Project Number 06-517). As-Built plans can be requested through FDOT District 4 Structures and Facilities office in Ft. Lauderdale, Florida. Prime contractor for Span 3 replacement was Cone & Graham, Inc. (Mr. Randy Cropp). Subcontractor for the asphalt paving was Wynn & Sons Environmental Construction, Inc. E1 - roP�c F FIELD PRE.PARATION FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Bridge No: 930227 Date: 3/8/2006 F. FIELD PREPARATION A. Tools and Equipment Full Size Cargo Van: Yes: �_ No: Pick-up Truck: Yes: No: � Camera: Yes: � No: Video: Yes: No: X NDT Equipment: Yes: No: X What Type? N/A Binoculars: Yes: No: �. Diving Performed: Yes: X No: What Routine Hand Tools: (i.e. Chipping Hammer, 6' Rule, etc.) 1. Scaffolding 2. Chipping hamm 3. 25' box tape 4. 200' cloth tape 5. 6' folding ruler 6. Other: B. Services Flag Crew: N/A Snooper: N/A Electrician: N/A Other: N/A C. Scheduling (Brief Explanation) Normal daytime hours D. Site Conditions Boat Needed: Yes Type of Boat: Center Console Location of Boat Ramp: Burt Reynolds Park Lengthy Travel Required: 7 hours round trip from Tampa Difficult Access: No Water Obviously Polluted: No ,ng Water Current: Not during this inspection Other: N/A F1 , TOP{C G BRIDGE DESCRIP714N AND _ DRAWINGS . BRIDGE DESIGN ASS�JCfATES, INC. . � � � ` �� DATE 03/03/06 F'ROJEC7 NO. 06-517 C O SJ S U LT l N G E N G 1 N E E R S 2035 Vista Parkway, Suite 200 ATTENTION patrick O` GradV West T'alm Beach, Florida 33411 RE: Teauesta Drive Bridae Phone: (561) 686-3660 • Fax: (561) 686-3664 TO Kisinger Campo & Associates, Inc. 9270 Bay Plaza Blvd., Suite 605 Tampa, Florida 3361� WE ARE SENDINGYOU �I Attached �] Prints 0 Samples � ❑ Shop drawings ❑ Specifications ❑ Regular Mail ❑ Courier � Overnight Delivery ❑ Copy of letter C] Change order ❑ Hold for pickup COPIES DATE NO. DESCRIPTION _ 1 0�/03/06 1-6 17�17 P.s�built plans THESE ARE TRANSMITTED as checked below: ❑�or approval ❑ Approved as submitted ❑ Resubmit copies for approval �I For your use 0 Approved as noted ❑ Submit copies for distribution -�] As requested ❑ Returnecl for corrections 0 Return corrected prints O For review and comment (� Signed & Sealed � ❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOANTO US REMARKS - 2006 . COPY TO SIGNED �� BENT NO_�1 BENT N0. 4 ' STA. 77 + 46.00 STA. 16 + 54.00 . END BENT N0. 1 BENT N0. 2 BENT NO. 3 END BENT NU. 7 STA. 17 + 70.00 � � P ��£ �� STA. 77 + 82.00 ��' P/Lf GP ¢ PILE CAP I --- �' p2£ GW �' PICf CAP STA. 18 + 18.00 I �' P2£ GW STA. 18 + 90.00 � � � I 1 70'-0" I J6'-0' l 36'-0" I J6"-0' 36'-0_L J6'-0' __I ?0'-0� I APPRCI4CH S[AB� SPqN 7 .. � SPqN 1 �` SPAN 3 � SPAN � 1 SPM/ 5 T APPHOACN 5 ' _ " = I � � I 1 I _ _ " ��9'; . '__ � '_ �..... � ��— _ � �� ...... � � - ,' ____'_ '—'_' ' ,__ � 1 -- - —T - - � +------ ------- --- � � I , .. ' � / � /' ,il�� ` '----- C -'--- :�'�' f -"- l �— M£A 70 BE REPAIR£D __ ......:.._.., . R£AfOVE £X/SDNC 4�-0" SL1B UNITS ANO CUR6 ArYD REPUCE W17N NfW i . J5" OEfP SUB UfJ/75 k � BRIDGE PLAN . � �R'� �� 8rid�ga R paLr� For: Y, or g �� "� ; Te uesta Drive Brid e d< 1 °i 6"" over tha North Pron of the Loxahctchea RWer 0° ° � Palm HmncZ�i Co.ant Fl iao A9 °"°'� 1O � e-oiv �,.. ,., .:-..�_:�.",.,:;.., , . �� PRESTRESSED tilE7v/SE� "� RUC7l NO �� GENEFK SPfCII/Gi/ONS� F7NlSM ' F.QUIPMEAf� ON UNITS: pur7do Mpert t o/ TronspeRafion Sfandard Spec;/irotien /or Read�on0 BMpe The top� o( ➢/�stnsssd units snon ae t�n;snee smoorn: aen�. s r(o�a viM o sbel froNel, Be/ofe Aeevy anstrvclwn epvipmen! ls Qe�miff�J on fAe sNUClwe Ounnq conslrucfion, I Cans�Nelien (T00�). Nm c vrsely Oma�meC or �o aro.;ee o s�rloce s�rfable lar nonCing fa osp�alt, rkelclre� showing Me oxle spocinq anO nlicipotetl IonOings :non ee submifte0 tu o �� OESIGM SPECIf)C�7)OM Ill olher sur/xer / fne nrt s�aN nceiw o'Class J" suAOCe /inisn. TAe vEqe oI fne approveC Dy f�e Englnee�. � y., T001 Em'tton a/ fha MSI{Tp (RFO BnOqe Oesi9n Speci/icofions wif� curnnf intanms, �op o/ tne a�ilocr o/ tha unifa aAOtl be /in�'sneC by use ol a smoll raEius rool. ' 2001 EO�Tion c� tnv F,0.0.). S�uctvre Desiyn C�iOalinna nit� curren( �n(anmx CONCR£iE 51RE/�CM: /'05t-�ENSIONINC 560UENCE: �4'� OESICN L6101NC: Af frcnsf�r ol f�e prnM�a�in loa0, fM1e �� o sut(-; ension�ng sholl De Oone ottord'nq fo t�e nvrn6er sepuance a�ewn on f e pe<asf aAall ds 5500 9 � Y��n )r s en�tn ol ine c c.efe ,n n 6e aoao loe ayou� sheef. H�_g1 pr;. lt psi of twen -eignt 29 tiv e i e�oE un�n. ' flctl/+C CONCREIE JaMS BE/w[FM uN�TS �'' ANIERML 3)R£3SFS: . N.WO4NG ANO STOAAC£�:^ lyy n 'lx.aGal/ ba " o( s ar Aov¢ :.. AU Nefaml P�op��fies are ;n ca.donce wifn cunenf MSNIO spec%ration� le� v!! !A. �nihQto vndling d slero9e. �na Orerfnasea nifs e qck up ou M/ enaa of t�ne 33X / the Je�l9 sf eny(�h 6 o nosl-t ns;o^ n9 op�ra(io e<g;n. }'.. ^�QIClIOIt i�QW/I �� he Clo�x�� ,4 I;mOfP�w�t �maqt. IAe prealrcssed unifs usf Ea sforetl� n p- iqM1f s� io ( Co�v sho 11 Da (�kan Io a f ml � / m�r � lo Cucft. 1. L'onc�efe: Minimum TB tlaY 5henqM: /'c fORMS PRLLFiS: ,..._ '.VC'.^C5: lCNiION :If�,1.YJ:. A1 ertresseE units snall pv cosl on concrete Dotatl �Tne pw1-tensione0 x4onas sAOI1 oe �gioufeo in cro�tivnce Niln sacliM 9J� ol Me "-. SuyenlrueWn � Pr parcefs onn �n metal lorms. NeYnuy sPeci/ica(ianz. 1�< 9�uraC rfronES no�i �ot ee�ar,��row. �o. a�aN T Clvxa N: 5500 ysi (dos✓ro Povn, Pour $Mpy ��m Tay De bootl. ' plocetl on fAa tpan /oi o penu0 0/ sevcn(y-Iwo (7I) �ows /opaning qW�fnOlo /ovOS Dc 9 Perotiona. Cbsi V 5 f �� Bor�isrzJ STRAND EXlE�ro J: A(Ll/�C ANCNORFCf 9[OCKOUIS� .� P^�b 6500 pri (PrestrcaaeO $loOaJ NI �all exlena p-!�1 (��s �O Me enOS ol t�e Arcslrcxaed un�fs. N( c erogv 0 ou(s cnall be NieO ni�h <onciete vn0 /�nlsAep /lus� .�(� 2. Rain/wein9 StNC SNOP ORAWINGS: suAace eeek�loca. � CioCe 6P. 60,000 0�% . fis eanfracto� aAoll ivJmif n()) seh ol Mie➢ Oia.�nqs. sha.ing c mple:e deloils o � !M1S preOOS�d pna4sssN unih� T�e Eivinnqa aM1ol/ inelu✓e n�nlorcing a<ee% yesfnasiny ro��R�' xfea4 p�esfrasainq 6e0 byov4 tmsioninq onQ detensioninq schetlufvs, antl oll computaUona �. Pnvide J// :ncA cham�m an all ertpos�e etl9ea one romen ercapt aa ofne�wise nofe0. 'NVYed W confro! fM work. " 1. CansWefion joinfa w'U 6s p.rmitfad onry of Ms bcefiena indicv(ep en Ihe plvns, BEARING P.105' � eAtlifional eonaMvc4on je;n�y w aMe•alioni b l�aae ahewn wJl rcv� epyreva/ by Us H^^Oro^� Mo�+9 0�� ll Oe I/Y irrc� X 6�incn slnps orGOnce mY� secfion 9J2-2 9�^ � ! Nv rp�cifcntiona. fie poGS moy Oe cronfinvovs sViyr �a �ulGple (enq(AS o( FEMFDRCEMEN�: ��Qat �E 0 inMm mm.mvm isngfn, flra pvOS moy De cu� eommercialy ewAaerv sneeN. �. R�in/orwmenf sl+o/l be AS/N A-615, GrvEe 60. PAYMEM: Spirvl li�s !or pnafnu<0 c �s p�lw ahoH Oa monu/ocfured from [0l0 Orv.n iM! ��rc ll�s cmfract un�T prvces /or Me pecnsl-preifrcwed un:fr rhell :nclvda Ma unita, ' mwtin9 M� n9uk�manh o! A$/M AB1. prsiLO�sd afnM; rtinlxch9 alesl MOOed wifh f�a un t-fension cabls+ and �� // ✓imsv%wr+ PMCnMg W bcefien ol ra�nlarc� oro te eenfeHine o/ Oen eacepf Mren �ehw vx mGirt ond lempero � � , Me clear Oimsntion m aMwn N/vice e! conc <e. Cro oQ ry� <°�610��9 �oGlsi r onC hoNwora, neeprene nnq p a. yremoul0otl oxpansion malenol, epcxy grou! onE non-aMMx grovt. 3. RaNxsmant dsbd d'mmalona are ovf-fo-oW el Oan. Po5f TfNS10N CABL£S ' Poaf tanim eaDlvr tlroll b< Nree (JJ .6 inch tliomafe� f1YC slrcnGr (LO-LU' T]0 9�o MINIMUM �ONCRETE COVER: !ew-rcb.wfion` w spuiwlent Cadlss rhoul0 Da in o caroance nifA ASTM spscilication ' Cav r (w mn/orc,ng rfeel Hro in fM OrtCq ybn Wtaila will proJUro Me Ioilowing A-�1). ��e aD/ea sne�l pa zfrcsa.d an0 onc�wed af t31,000 po�nde, pe poxt-lens;on mmimum C/aam�Ce EOSeQ 0� Dbeemen! 0�1 (aDliM(iM folenncas sMnn Gelow: ce0/s. Th� frvns.en� Peif-fanrien coMai ahall nof Oa fanrfonel f�Y Me c n!M1e sroe: z;ncn m,�,mum qmm�c. (bomonb!) feP. �ffom. e'mN o�W k�ys ��n �t.e�g�n.� � e'",",m�m ei ,,..�y'r� (n) no�rs o� no., w ocn;.ma �s.r � e.:r F � pa�..�.�e mi.,o��.: :.. sa.,eero sy.�;rma�:��., GBCE o1NCHORICES F r i em.wnon rai.�oott: .„ cnv ,vo�,,,� ,i sra..eoro v.�utt. m. Ioeneater snan s�ema e.toBr o� �h. coeie onchorc9e o�e oncnomqe .emie.c.ma�r OESICN ME1M00: Oetoih /or opprorol vif� �Ae snop Omwinqs, Ap Nemmh weYe EesigneJ �nny Ma lRFD (LOaO enG Rensfonee fe<br De�iqn) FUNRE WfM/NG SURfACE.� . �s vou�a, a � :aw�e iooe. ENNRONMENl� SupentrucNn: Eshsme/y Agyrrashe � SubatrvcNn: F+tram�ly Ayqren:w � PAYNEM. 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I'-i I/1� l l 1 RONS 84PS X at 1'-0" ac PflE5TFE5SED SLAB UNITS TypE e � PIAN ,��• � ,•-o- � o -- _._`._— '—'-'---- � � - SY PUSIL WC1 - fMUL � 8aR5 f . � � — � --- � - G r,wu eo4 - nflcv o �; e J �"' �e'.rr'��•e�c�xcvr �� 'm rmiuc � r � PRESTRESSED SIAB UNITS ttPE B f ELEVATION ,�z' _ ,•_ � �°""" �i,}�� Hridg� R pair For: <.ie. �` ; �`�� Tequesta Drive Bridge a�:A: 5 � � over the North Prong ot the Loxahaichee River oa oe oe ,e,�..�..o Palm H��cti Count '�s"°'E° �"'Gx�w-b�s� y, Florida � ae-nlr __ • _.. . _ 5 ,i,�1° �-�-- —__._--' .___ ...._______ 3' _ ' S 5 I/'I" I _.. ��2"d ?lOX c! 7a.U ... —.. m\ i` - 6 FlfCO BfNO \ Y-e' A . . .__ _ LO-UX STR�NOS � � � � 1'-J" 3'-S !�" � PUL!EO i0 JI.000"fACH � � J , r�_� I I k� - ` 6� �C �_"_`_'�� i .._._.____.....'__ "_'" j4—J�'~i'..I; 7/7' 3._�. q' �'-� �/z' ��'-e r/Y r'-� i/2�• „ 3hxs ✓ { BARS 5 BARS T BARS C t - — _- '_"__ — •� 1NMdfA F.`IN/Wf0 LAWk I NfRRE56NJ5 .24fR6 pf g!p$ _ " " � � `s � I � 3AHS S .. .. . _.. . ...., .. ,,.' ��,� • ..�� ,. � � � . . � -_� � � _ .. _ .._"_' ' F• ry . . ..,� ,,_, .. r^ r . e � �" �6'� f3TACKW£10 \ J" MlM . �--- —.....__ _ ° s s n, 5� lecx wft0 t aucts � — o � � (5 PIECfSf � .� __ '_ _' _ __ __ � ' I J_{ 5'-21/7' �-�� I � — t -- ' ----- * BARS D � BARS S7 �S C p " NUM&`R R(0!1/RCQ SNOISN 4" �� l 1�1� ! f�7� r� �� REPRES£NfS P/4R5 E.1� dW5 ry r— Z4 - I�i b 27OK Of 5.0� ' MFASUREUEN75 FR£ .'ROM OUT r0 OUT OF RfWFORpNG SiEfL. ' � LO S(RANDS �� (�-4' 4�4� 9 �� 4�4� l�-4" I� PULLfO 70 31,CJ0( fACN FABR1�qf0.4 MAY SUBST�TVn EOU�fN7 AREA WELDEO WIRE FABRIC 8 SP, z, 7, B SP. RE�NFORCINC EN LIeV OF HOR/IONTAL AND SHEAR REINFORCING SMOWN ON PlANS. ttPEA af2'o.c d1'o.c d1'ac. ot1'o.c. � IYPICAL SECTION — u,arav cx�snNC 3ID HoGE BEYOND � 5�-11 lI {— l' TOOLEO RAO/US I 3 7/16'P HOLE � � 5'-8 J 1' ? - /4 CONIINUOUS . � 3 � z-�/z'a vax ar �s.o� �o-ux sraaNfls u4rcH Exisnnc • l'-7' J'-9 7/7` 10' PUCCEO TO JI.000/ EACH 1° 7MCK PLAi£ � � 7" 7'-8 1'-5 1/2' . 1'-8' .4'I < Baas v J�/ � J t/1 _ (A36) L4NG (/441J �. 2 1�2" 6^ ANCHOR lSSEM8IY ewsx�r,'=o•aG aaesa CURB DETAIL TYPICAL ANCHOR PLATE DETAIL s'x 1r'x s' BcocKOUr , aaes s� �, (ANCNOR P1A/E 7" x y' x i ) � z � • " � '� . �� 'C 3'M!R - ---- ------ • '? -- ----- J o HOLE BEYOND � . � 1 • � _—_ � � a . .................... � Z &4RS G ;,� _' _ d f � ry S ` „� � '/Z �• 14 - 1�1 B 270K of 3.D' VERTIGIL ecocKOUr � � �� co-ux sr�r✓os ti AGllMNN PROPER SDRRUP � t'f� 4y <� 9 �� 4 � 4� 1'-4" 7' PULCfO TO 31,000/ FACH t' � 1' OECK UNfT ' PUCFMEM 7N fN0 UNITS. 8 SP. 1. 8 SP. ? of 7� o.c. o�1'ac d 1'o.n ot 1" o.c, 8' � IYPE B « TYPICAL SECTION PLA7E BLOCKOUI" DETAIL n � ��.��11 B idga R pair For: cwa. � . � Tequesta Drive Bridge °a:�R: 6 a r the North Prong of thc Lozahatchee River ox oe os Palrn BeacY Cou.nty, Florida "oEO � oe��s�� l SECTION t�l � COMMUNICA�TI�NS III. COMMUNICATIONS BRIDGE NUMBER: 930227 BRIDGE NAME: Teauesta Drive over North Fork of Loxahatchee River DOCUMENT LOG SUBJECT OF MEMORANDUM, REPORT, LETTER, ETC. Date FDOT notice to proceed with Post Rehabilitation inspection (e-mail) 2/28/06 From: carlo.ferrera@dot.state.fl.us [mailto:carlo.ferrera@dot.state.fl.us] Sent: Tuesday, February 28, 2006 4:47 PM To: Patrick OGrady Cc: Robert Garlo; Tom LoCicero; Ken Reinhold; debbie.meyer�dot.state.fl.us; Brian.ODonoghue�dot.state.fl.us; jose.quintana@dot.state.fl.us; hector.kinda@dot,state.fl.us Subject: Post Rehab inspection authorization 930227 Patrick, Please be advised that I have received a request from Mr. Bob Garlo, Assistant village Manager of the Village of Tequesta., concerning the post rehab inspection and load analysis of one (1) bridge structure located in the in Palm Beach Co. 930227 - Tequesta Drive over North Fork of Loxahatchee River. Please consider this E-mail as an authorization to conduct a post rehab inspection and load rating analysis on the above mentioned bridge structure. Plans for the above mentioned bridge are available from Mr. Garlo. He can be reached @ 5b1.575.6240. Please let me know by E-mail when the inspections will be conducted. If you have any questions please give me a call. Thank You, Carlo "Skip" Ferrera District 4 Structures & Facilities Office Consultant Inspection Contracts Coordinator 954.777.4536 (Suncom) 436.4536 E-Mail: carlo.ferrera@dot.state.fl.us