BrdgInspRpt-Hardee

BrdgInspRpt-Hardee - , FLORIDA DEPARTMENT OF TRANSPORTATION...

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Unformatted text preview: , FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM lnspectionlClDlBridge Profile Report I, docs ID: 875305 PAGE: 1 01:22 U STRICT: 06 Miami 7 - INSPECTION DATE: 212612008 0600 BY: Marlin Engineering, Inc. STRUCTURE NAME: Not Recorded OWNER: 4 City/Municipal Hwy Agy YEAR BUILT: 1930 _ MAINTAINED BY: 4 City/Municipal Hwy Agy SECTION NO: 87 000 000 STRUCTURE TYPE: 1 Reinforced Concrete 11 Arch—Deck MP: 0 LOCATION: 1.0 mile EIO US-‘l ROUTE: 00000 SERVICE TYPE ON: 5 Highway-pedestrian FACILITY CARRIED: Hardee Rd(6'4th St) SERV TYPE UND: 5 Waterway FEATURE INTERSECTED: Coral Gables Canal FUNCTIONALLY OBSOLETE El STRUCTURALLY DEFICIENT ' TYPE OF INSPECTION: Regular NBI DATE FIELD INSPECTION WAS COMPLETED: ABOVE WATER: 2/26/2008 UNDERWATER: 02/26/2008 0 SUFFICIENCY RATING: 75.6 ' ‘ HEALTH INDEX: 79.12 Thi report contains information relating to the physical security ofa structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071 (3X3) and 119.071 (3)(b). Florida Statutes. Only the cover page of this report may be inspected and copied. . REPORT IDLINSPOO5 (condensed) . PRINTED: 04109112003 J FLORIDA DEPARTMENT OF TRANSPORTATION ' BRIDGE MANAGEMENT SYSTEM lnspectionICIDIBridge Profile Report ’ )IIDGE ID: 875305 - PAGE: 2 OF 22 ISTRICT: 06 Miami 7 INSPECTION DATE: 2126I2008 OGDC BY: Marlin Engineering, Inc. ' STRUCTURE NAME: Not Recorded OWNER: 4 CitylMunicipal Hwy Agy YEAR BUILT: 1930 MAINTAINED BY: 4 City/Municipal Hwy Agy SECTION NO.: 87 000 000 STRUCTURE TYPE: 1 Reinforced Concrete 11 Arch-Deck MP: 0 LOCATION: 1.0 mile EIO US—1 ROUTE: 00000 I SERVICE TYPEON: 5 Highway-pedestrian FACILITY CARRIED: Hardee Rd(64th St) SERV TYPE UND: 5 WatenIvay FEATURE INTERSECTED: Coral Gables Canal CI THIS BRIDGE CONTAINS FRACTURE CRITICAL COMPONENTS II] THIS BRIDGE IS SCOuR CRITICAL CI THIS REPORT IDENTIFIES DEFICIENCIES WHICH REQUIRE PROMPT CORRECTIVE'ACTION FUNCTIONALLY OBSOLETE CI STRUCTURALLY DEFICIENT TYPE OF INSPECTION: Regular NBI DATE FIELD INSPECTION WAS COMPLETED: ABOVE WATER: 2/26l2008 UNDERWATER: 0226/2008 SMART FLAGS: None OVERALL NBI RATINGS: ._ DECK: N NIA (NBI) SUPERSTRUCTURE: 7 Good SUBSTRUCTURE: 7 Good CHANNEL: 7 Minor Damage 0- CULVERT: N NI'A (NBI) SUFFICIENCY RATING: 75.6 HEALTH INDEX: 79.12 FIELD PERSONNEL] TITLE/NUMBER I INI Guzman, Armando — Bridge Inspector (CBI#407) (lead) . , Vazquez, Eduardo - Bridge Inspector (CBI#369) Alvarez, Jose - Assistant Bridgerlnspector REVIEWING BRIDGE INSPECTION SUPERVISOR: Vazquez, Eduardo - Bridge Inspector (CBI’#369.) CONFIRMING REGISTERED PROFESSIONAL ENGINEER: Soria, Miguel — Professional Engineer (P.E. #49359) Marlin Engineering. Inc. 7 ' r A. - 2191 NW 97th Avenue Miami, FL 33172 - A SIGNATURE: _ DATE: _ r . ,I u . ‘ . r I . , I a '— 7 I 'j 7‘ V I 1/ " '5 This report contains information relatingtg the-physical .Slewrity ofra structure andrdepictions of the structure. This information is confidential and exempt from public inspection pursuant'to'sectlons 1'19.071(3)(a) and 119.071(3)(b). Florida Statutes. Only the cover page of this report may be inspected and copied. REPORT ID: INSP005 (condensed) PRINTED: 04/0912008 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM - lnspectionlClDlBridge Profile Report \JIIDGE ID: 875305 DISTRICT; 06 Miami PAGE: 3 or 22 INSPECTION DATE: 212612008 ococ All Elements UNIT: 0 SUPERSTRUCTURE ELEMENTIENV: 33113 Conc Bridge Railing .89 if. ELEM CATEGORY: Railing Mum—Lem. CONDITION - STATE (4) DESCRIPTION QUANTITY . 1 The, efement shows little or no deterioration. There may be 54 If, discoloration, efllorescence, and/or superficial cracking bLIt without effect on strength andlor serviceability. 72 Minor cracks, surface scaling or Spalls may be present but 30lf, there is no exposed reinforcing or surface evidence of rebar corrosion. . ' 3 Some delaminations and/or spells may be present and 5 If. C) - 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 bridge. ELEMENT INSPECTION NOTES: Note: This element represents the concrete posts and beams and the concrete diagonal bracings. PREVIOUSLY DOCUMENTED (NO CHANGES) _CS-2: The bridgerails have random transverse and horizontal cracks up to u" wide throughout. _CS-3: Random diagonal bracings have cracking. spalling with exposed rebars (no section loss) and areas of delamination up to 4' x 5" x 4" deep. (refer to photos 05 & 06) ' The following is considered incidental to the element: I _The guardrails provided at the structure are made of decaying timber and are located ONLY in the north section of‘the structure. (refer to photo 07) _ ' _The hazard markers provided at the structure are mounted on the face of the concrete railing where they are covered by vegetation or fence. and of Black and White color (refer to the Inventory Photos). SIDEWALKS (MINOR CHANGES) _The SW and SE sidewalks are up to 23" higher than the approach roadway shoulders. This report containsinfomralion relating to the physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071(3)(b). Florida Statutes. Only the cover page of this report may be inspected and copied. ' REPORT ID: INSPOOS (condensed) PRINTED: 04f09I2008 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM InspectionIClDlBridge Profile Report (7 IIIDGE ID: 875305 - PAGE: 4 OF 22 LII/STRICT: 06 Miami _ INSPECTION DATE: 212612008 OGDC All Elements UNIT: 0 SUPERSTRUCTURE ELEMENTIENV: 14413 RiConc Arch ' - 45 If. ELEM CATEGORY: Superstructure I CONDITION _ STATE (4) DESCRIPTION QUANTITY 1 The element shows little or no deterioration. There may be 45 If. discoloration, efflorescence. andlor superficial cracking but without affect on strength and/or serviceability. ELEMENT INSPECTION NOTES: PREVIOUSLY DOCUMENTED (NO CHANGES) - _The south and north spandrel walls have horizontal cracks up to 118" wide that runs over the footer/spandrel wail cold joints. (refer to photo 08) . 7 _Transverse cracks at the asphalt overlay are present at the west end of the WB lane. Alsothere are cracks at the north sidewalk ends. (refer to photo 09) NEW DEFICIENCY _.The asphalt overlay exhibits a longitudinal crack at the WB lane. east and near the shoulder. (refer to photo 10) ' ELEMENTIENV: 22013 RIC Sub Pile Capilth 2 ea. ELEM CATEGORY: Substructure CONDITION - STATE (4) DESCRIPTION QUANTITY 1 The element shows littlecr no deterioration. There may be 2 ea. discoloration, efflorescence, and/or superficial cracking but without affect on strength and/or serviceability. $ Thi report contains information relating to the physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071 (3)(a) and 119.071(3)(b). Florida Statutes. Only the cover page of this reportmay be inspected and copied. REPORT ID: INSP005 (condensed) PRINTED: 0410912008 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM InspectionICIDlBridge Profile Report ,IIDGE ID: 875305 - _ _ PAGE: 5 OF 22 DISTRICT: 06 Miami INSPECTION DATE: zrzsrzooa OGDC W All Elements UNIT: 0 MISCELLANEOUS ELEMENTIENV: 47513 RlConc Walls 52 If. ELEM CATEGORY: Other Elements M CONDITION - _ STATE (4) DESCRIPTION QUANTITY _ 1 The element shows little or no deterioration. There may be 52 If, discoloration, efflorescence, and/or superficial cracking but without affect On strength and/or serviceability. 7 Random open joints may exist. ELEMENT INSPECTION NOTES: PREVIOUSLY DOCUMENTED (NO CHANGES) _The NW and SE wingwalls are undermined due to erosion of the-emban'kments. Please refer to - Element 290 I Channel For moreinformation.‘ . SLEMENTIEWmsora Channel 1ea. ‘ELEM CATEGORY:Channel C CONDITION .1 STATE (4) ' DESCRIPTION QUANTITY 2 - Bank protection is in need of minor repairs, bank may be 1ea. beginning to slump, minor stream bed movement may be evident of debris may be present. ' ELEMENT INSPECTION NOTES: PREVIOUSLY DOCUMENTED (NO CHANGES) (cs-2) _The NW and SE corners of the structure are undermined under the wingwalls due torerosion of the embankment at this two areas. The SE wingwall has a hole measuring 2' deep (refer to photo 11). This-repOrt contains information relating to the physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071 (3)02). Florida Statutes. Only the Cover page of this report may be Inspected and copied. REPORT ID: INSP005 (condensed) PRINTED: 04/09/2008 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM lnspectionlClDiBridge Profile Report LAIDGE ID: 875305 ' ' PAGE: 50F 22 DISTRICT: 06 Miami INSPECTION DATE: 2I2612008 0600 % Inspector Recommendations UNIT: 0 SUPERSTRUCTURE ELEMENTIENV:144!3 RlConc Arch) 7 ELEM CATEGORY: Superstructure CONDITION STATE (4) Priority WM , 1 _ 45 If. I 3 WORK ORDER RECOMMENDATION: Repair the random cracks over the footer! spandrel in the south and north spandrel walls. Provide guardrails at the'structure using current FDOT standards. Install hazard markers visible with black and yellow colors. ELEMENTIENV:2_90I3 Channel _ ELEM CATEGORY: Channel CONDITlON ' _ STATE (4) - Priority 2 ' ‘ - 1 ea. _ 3 WORK ORDER RECOMMENDATION: 0 Stabilize the embankments at the NW and SE corner of the structure. a ELEMENTIENV:331I3 Conc Bridge Railing ELEM CATEGORY: Railing CONDITION . STATE (4) Priority 2 so If. ‘ ' 3 WORK ORDER RECOMMENDATION: Repair the transverse and longitudinal cracks at the bridgerails. 3 - 5 If. 3 WORK ORDER RECOMMENDATION: Repair delaminations and spalls with exposed steel at the diagonal and vertical bracing. ELEMENTIENV:475.'3 RlConc Walls ELEM CATEGORY: Other Elements CONDITION ' _ _ STATE (4) Priority 1 _ 52]f. ' ' 3 WORK ORDER RECOMMENDATION: Backfill undermined areas at the NW and SE wingwall. This rspOrt contains information relating to the physical security of a structure and depictions oi the structure. This inionnaliun is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071i3)(b), Florida Statutes. Only the cover page of this repOrt may be Inspected and copied. REPORT ID: INSP005 (condensed) PRINTED: 04I09I2008 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM Inspectiom'ClDlBridge Profile Report LAIDGE ID: 875305 - PAGE: 7 OF 22 DISTRICT: 06 Miami _ . - INSPECTION DATE: 212612008 OGDC Structure Notes ' BRIDGE OWNER: CITY OF CORAL GABLES TRAFFIC RESTRICTION: Based on the results of the load rating analysis dated 9/811 988, posting is not required. The structure is currently not posted; The structure was inventoried from west to east. INSPECTION NOTES: OGDC 212612008 Sufficiency Rating Calculation Accepted by knmeive-P at 2008-04-09 12:13:05 Sufficiency Rating Calculation Accepted by knmeiag—P at 2008-03-13 14:43:18 0 This report contains information relating to the physical security of a structure and depictions of the structure. This information Is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071(3)(b). Florida Statutes. Only the cover page of this report may be inspected and copied. . ' REPORT lD:_lNSP005 (condensed) ' PRINTED: 0410912008 FLORIDA DEPARTMENT OF TRANSPORTATION r BRIDGE MANAGEMENT SYSTEM ' inspectioniClDIBridge Profile Report KORIDGE ID: 875305 PAGE: 8 OF 22 DISTRICT: 06 Miami INSPECTION DATE: 2126.!2008 OGDC South Profile. Photo-01 Location Map. [Photo-02) This report contains information relating to the physical security of a structure and depictions of the structure. This Information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071i3)(b). Florida Statutes. Only the cover page of this report may be inspected and copied. REPORT ID: lNSPOOS (condensed) PRINTED: 0410912008 ' FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM lnspectionlClDlBridge Profile Report flog/506E ID: 875305 _ PAGE: 9 OF 22 DISTRICT: 06 Miami West Approach. [Photo-041 This report contains information relating to the physical security of a structure and depictions of the slruoture. This information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071(3)(b), Florida Statutes. Only the cover page of this report may be inspected and copied. REPORT ID: INSP005 (condensed) PRINTED: 04109l2008 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM lnspectioniClDIBridge Profile Report PAGE: 10 OF 22 212612008 OGDC K/RIDGE ID: 875305 DISTRICT: 06 Miami INSPECTION DATE: 331B Cracks, deiamination and spails at bridgeraiL [Photo-05) , This report contains information relating to the physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071(3)(b). Florida Statutes. Only the cover page of this report may be inspected and copied. REPORT ID: INSP005 (condensed) I PRINTED: 0410912008 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM inspectioniClDlBridge Profile Report K;.,IIDGE ID: 875305 PAGE: 11 0F.22 DISTRICT: 06 Miami INSPECTION DATE: 2I26i'2008 OGDC I r I ‘v 33113 Delamination, cracks and spalls at diagonal and vertieal members. (Photo-06) "w. . ' . ""‘ _"_ _“‘_. _ . '__"“ — —““*“. . _— . . ' . This report contains Information relatIng to the phySIcal security of a structure and depictions of the structure. This Information Is confidential and exempt from public inspection pursuant to sections 119.071 (3)(a) and 119.071(3)(b). Florida Statutes. Only the cover page of this report may be inspected and copied. REPORT ID: INSP005 (condensed) ' PRINTED: D4109l2008 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM inspectionICIDIBridge Profile Report Kiri/moss 10: 875305 . PAGE: 12 0F 22 DISTRICT: 06 Miami INSPECTION DATE: 212612003 oeoc ‘ . O 331I3 Substandard guardrails, where gravided. (Photo-07) V . a This report contains information relating to the physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a} and 119.071(3)(b). Florida Statutes. Only the cover page of this report may be inspected and copied. REPORT [0: iNSP005 (condensed) r PRINTED: 04/09/2008 FLORIDA DEPARTMENT OF TRANSPORTATIO BRIDGE MANAGEMENT'SYSTEM ' lnspectionlCiDlBridge Profile Report K,__,AIDGE ID: 875305 . PAGE: 13 OF 22 DISTRICT: 06 Miami INSPECTION DATE: 2I26I'2008 oeoc 14-4I3 Cracks at the SE spandrel wall. (Photo-08) -———--——————m—-———_._.___..__—__________________—_H__ This report contains information relating to the physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071(3)(b), Florida Statutes. Only the cover page of this report may be inspected and copied. ' REPORT ID: INSP005 (condensed) PRINTED: 04/09I2008 FLORIDADEPARTMENT OF TRANSPORTATION BRIDGEMANAGEMENT SYSTEM lnspectionlClDIBridge Profile Report , KQkIDGE lD: 875305 PAGE: '14 0F 22 DISTRICT: 06 Miami INSPECTION DATE: 212612008 oeoc *‘-. ,- r ‘ ~ 'E-‘L 14413 Transverse cracks on the WB lane and sidewalk. (Photo-091 This report contains information relating to the physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071(3)(b). Florida Statutes. Only the cover page of this report may be inspected and copied. ' REPORT ID: INSP005 (condensed) PRINTED: 04/09/2008 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM inspectionICIDIBridge Profile Report Ix/RIDGE ID: 875305 PAGE: 15 OF 22 DISTRICT: 06 Miami ' iNSPECTION DATE: 212612008 OGDC 14413 Longitudinal cracks on asphalt at WB lane. (Photo-101 - . This report contains infomation relating to the'physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071(3)(b), Florida Statutes. Only the cover page of this report may be inspected and copied. REPORT ID: |NSP005 (condensed) PRINTED: 04/09I2008 ' FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM InSpectionIClDlBridge Profile Report k'~.,__/RIDGE [0: 875305 ‘ ' _ PAGE: 16 OF 22 DISTRICT: 06 Miami INSPECTION DATE: 212612008 0600 29013 Erosion at the embankment and undermined SE wingwall. [Photo-11) This report contains information relating to the physical security of a structure and depictions of the structure. This Information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071(3)(b). Florida Statutes. Only the cover page of this report may be inspected and copied. - REPORT iD: INSP005 (condensed) PRINTED: 04l0912008 FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM ‘ InspectionICIDiBridge Profile Report REPORT ID: INVT001A Structure ID: 875305 DescriptionJi Structure Unit Identification BridgeIUnit Key: 375305 0 Structure Name: Description: MAIN SPAN 1 Type: M Main Roadway Identificatiom NB! Structure No (8) 875305 Position/Prefix (5) Route On Structure Kind Hwy (Rte Prefix) 5 City Street Design Level of Service 0 None of the below Route Number/Suffix 0000010 NIA (NBI) Feature Intersect (6) Coral Gables Canal Critical Facility Not Defense-Grit _ Facility Carried (7) Hardee Rd(64lh St) Mile Point (11) o ' Latitude (16) 025d42'45" Roadway Classification Nat. Hwy Sys (104) 0 Noton NHS Natic‘mal base Net (12) Not on Base Network LRS inventory Rte (133) 67 000 000 C Functional Class (26) 19 Urban Local Federal Aid System N COMPREHENSIVE Page 17 of 22 DATE PRINTED: 04I09120'08 Roadway Traffic and Accidents Lanes (28) 2 Medians 0 Speed 20 mph Long (17) 080d16'02" Sub Rte (13b) 00 Defense Hwy (100) 0 Not a STRAHNET hwy Direction of Traffic (102) 2 2-way traffic Emergencylj ADT Class ADT Class 3 Recent ADT (29) 7242 Future ADT (114) 11680 Truck % ADT (109) 1 Detour Length (19) 2 mi Detour Speed 20 mph Accident Count —1 Year (30) 2000 Year (115) 2024 Rate -1 Roadway'Clearances . Vertical-(10) 99.99 it Appr. Road (32) 22.311 Horiz. (47) 22.3 ft Roadway (51) 22.3ft Truck Network (110) 0 Not part of nail netwo Toll Facility (20) 3 On free road Fed. Lands Hwy (105) 0 NIA (NBI) School Bus Route [3 Transit Route 1:] This report contains information relating to the physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071 (3)(b). Florida Statutes Only the cover page of this report may be inspected and copied. ’ FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM lnspectionlCiD1Bridge Profile Report REPORT ID: INVTOO1A K J) Structure identification Admin Area Miami—Dade County District (2) 06 - Miami County (3) (87)Miami-Dade Place Code (4) Coral Gables Location (9) 1.0 mile E10 US-1 Border Br SUReg (98) Not Applicable (P) Share Border Struct No (99) ' FiPS StatelRegion (1) 12 Florida Region 4-Alianta NBIS Bridge Len (112) Meets NBI Length Parallel Structure (101) No [I bridge exists Temp. Structure (103) Not Applicable (P) Maint. Resp. (21) 4 City/Municipal Hwy Agy Owner (22) 4 City1Municipai Hwy My Historic Signif. (37) 3 Possibly eligible for Structure Type and Material Curb/Sidewalk (50): Left 3.911 Right 3.9 ft Bridge Median (33): 0 No median Main Span Material (43A): 1 Reinforced Concrete Appr Span Material (44A): Not Applicable (P) Main Span Design'(433): 11 Arch-Deck Appr Span Design (448): Not Applicable (P) Structure Appraisal OpenIPosted1Ciosed (41) A Open, no restriction Deck Geometry (68) 2 intolerable - Replace Underciearances (69) N Not applicable (NBI) Approach Alignment (72) 5-Steady BrakelDownshift Bridge Railings (36a) 0 Substandard Transitions (36b) 0 Substandard Approach Guardrail (36c) 0 Substandard Approach Guardrail ends (36d) 0 Substandard Scour Critical (113) 5 Stable w1in footing Minimum Vertical Clearance Over Structure (53) 99.99 ft Under (reference) (54a) N Feature not hwy or RR Under (541)) 0 ft Load Rating Design Load (31) 2 M 13.5 (H 15) Rating Date 91811988 initials AA Posting (70) 5 AtlAbove Legal Loads Current Inspection Inspection Date: 0212612008 inspector: KNMElAG-P - Armando Guzman Bridge Group: N1A Primary Type: Regular NBI Review Required: COMPREHENSIVE Structure ID: 875305 DATE PRiNTED: Geometries Spans in Main Unit (45) 1 Approach Spans (46) 0 Length of Max Span (48) 45 ft Structure Length (49) 45 ft Deck Area 1418 sqft 0 % Structure Flared (35) 0 No flare Age and Service Year Built (27) 1930 Year Reconstructed (106) 0 Type of Service On (42a) 5 Highway-pedestrian Under (4213) 5 Waterway Fracture Critical Details Not Applicable Deck Type and Material Deck Width (52): 31.5 Skew (34): 0 Deck Type (107): N N1A (NBI) Surface (108): 9 Other Membrane: 9 Other Deck Protection: 9 Other Navigation Data Navigation Control (38) Permit Not Required Nav Vertical Cir (39) on Nav Horizontal Cir (40) 0 ft Min Vert Lift Cir(116) 0ft Pier Protection (111) 1 Not Required NB] Condition Rating Sufficiency Rating 75.6 Health Index 79.12 Structural Eval (67) 7 Above Min Criteria Deficiency Functionally Obsolete Minimum Lateral Underclearance Reference (55a) N Feature not hwy or RR Right Side (55b) 0 ft Left Side (56) 0 ft Operating Type (63) 1 LF Load Factor Operating rating (64) 67.3 tons Alternate -1 inventory Type (65) 1 LF Load Factor inventory Rating (66) 55.5 tons Alternate -1 Alt Math —1 Next Inspection Date Scheduled NBI: 212612010 Element: 0212612010 Fracture Critical: Undenivater: 0212612010 OtherISpeciai: Page 13 of 22 0410912008 This report contains information relating to the physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071 (3)(a) and 119.071(3)(b), Florida Statutes. Only the cover page of this report may be inspected and copied. FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM inspectionIClDIBridge Profile Report COMPREHENSIVE Page 19 of 22 04!09[2008 REPORT ID: INVT001A Structure ID: 875305 r" l 6 ScheduleCont] Inspection Types Performed NBIIZJ Element Fracture Criticai El Underwater Other Special; lnsgectionlntervals Required (92) Frequency (92) Last Date (93) Inspection Resources Fracture Critical El mos Crew Hours 4 DATE PRINTED: 'Ti Underwater 24 mos 02/26/2008 Flagger Hours 0 Other Special [3 mos Helper Hours 0 NBI 24 mos (91) Snooper Hours 0 021262008 (90) - Special Crew Hours 3 Special Equip Hours 0 l 5 Custom General Bridge Information Parallel Bridge Seq ' Channel Depth 7.402 n Radio Frequency -1 Phone Number (000) 000-0001 Exception Date Exception Type Unknown Accepted By Maint 0110111930 Warranty ExpiratiOn 0010010000 Bridge Load Rating Information H320 Govr. Span Length 46.6 ft Bridge Rail 1 Concrete post & beam Bridge Rail 2 Not applicable-No rail Electrical Devices No electric service Culvert Type Not applicabie Maintenance Yard 0 FIHS ON I OFF No Routes on FIHS Previous Structure Single Unit Truck 2 Axles 45 tons Single Unit Truck 3 Axles 82.2 tons Load Rating Date 09/08i1988 Method Calculation AASHTO formula Load Dist. Factor 0 Impact Factor 29 Design Method Unknown Design Measure English Recommend SU Posting 99 tons ‘ Recommend C Posting 99 tons Recommend T Posting 99 tons Gov FB Span 0 fl Gov FB Spacing 0 fl FB H820 Rating 0 tons FB SU4 Rating 0 tons FB Present N FB INV Rating Factoro FB OPR Rating FactorO FB FL' 120 tons L-Rating Origination Unknown Bridge Scour and Storm Information File Driving Record No pile driving records Foundation Type Unknown Mode of Flow TidallRiverine Rating Scour Eval UnknoWn Highest Scour Eval Unknown 1 Condition NBI Rating Channel (61) 7 Minor Damage Deck (58) N NIA (NBI) Superstructure (59) 7 Good Substructure (60) 7 Good Single Unit Truck 4Axles 87.2 tons Combination Unit Truck 3 Axles 71.8 tons Combination Unit Truck4Axles 65.6 tons Combination Unit Truck 5Axles 71.6 tons Truck Trailer 5Axles 0 tons Posting Weight 99 tons Actual SU Posting 99 tons ActuaiCPosting 99 tons ActualTPosting 99 tons FL 120 Long Gov Span 0 tons FL 120 Trans 0 tons Single Axle Trans 0 tons Tandem Axle Trans 0 tons Wing Span 0 ft Web to Web Span 0 ft H820 OPR Rating Max Span 0 tons FL120 Long Max Span 0 tons Scour Recommended 1 Unknown Scour Recommended II Unknown Scour Recommended Ill Unknown Scour Elevation -1 ft Action Elevation -1 ft Storm Frequency -1 Culvert (62)N NIA (NBI) Waterway (71) 8 Equal Desirable Unrepaired Spells -‘1 sq.ft. Review Required This report contains information relating to the physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071(3)(a) and 119.071 (3)(b). Florida Statutes. Only the cover page of this report may be inspected and copied. ' FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM linspectioniClDlBridge Profile Report REPORT ID: INVT001A . COMPREHENSIVE Page 20 of 22 Structure ID: 875305 . DATE PRINTED: 0410919008 I ' kments \ Inspection Date: 2126120080600 ISpanld ifimrefilpescnpfion "ll Qty‘i “— %1 "_Qty2 || EESMG | %3 Qty4 ll %4 || Qty5 94.57. TQty W o |331rs _"Conc Bridge Railing _M' 511—156? M 30 lpsfliL 5 [15.62 EDIE. 89 If. Notes Note: This element represents the concrete posts and beams and the concrete diagonal bracings. PREVIOUSLY DOCUMENTEDtNO CHANGES) _CS—2: The bridgerails have random transverse and horizontal cracks up to ‘/4" wide throughout. _CS—S: Random diagonal bracings have cracking. spalling with exposed rebars (no section loss) and areas of delamination up to 4' x 5" x 4" deep. (refer to photos 05 & 06) The following is considered incidental to the element: _The guardrails provided at the structure are made of decaying timber and are located ONLY in the north section of the structure. (refer to photo 07) _The hazard markers provided at the structure are mounted on the face of the concrete railing where they are covered by vegetation or fence. and of Black and White color (referto the Inventory Photos). SIDEWALKS (MINOR CHANGES) HThe SW and SE sidewalks are up to 23" higher than the approach roadway shoulders. o [Win/eoncmh grades. II o I Notes PREVIOUSLY DOCUMENTED (NO CHANGES) _The south and north spandrel walls have horizontal cracks up to 118" wide that runs over the footer/spandrel wall cold joints. (referto photo 06) _Transverse cracks at the asphalt overlay are present at the west end of the WB lane. Also there are cracks at the north sidewalk ends. (refer to photo 09) NEW DEFICIENCY ' _The asphalt overlay exhibits a longitudinal crack at the WB lane, east end. near the shoulder. (refer to photo 10) O wmbpnecapmg r groin Notes o Laws thannel —ii_o‘llw_llT1_llm0-Ti_o_ll r“ 0_Jl-_ llTlmW- Notes PREVIOUSLY DOCUMENTED (NO CHANGES) (CS-2) _The NW and SE comers of the structure are undermined under the wingwalls due to erosion of the embankment at this two areas. The St wingwall has a hole measuring 2' deep (refer to photo 11). o . [Wk/Emma's ‘r 52 Iron CL II o Jl-_l 031.;1 o IME Notes PREVIOUSLY DOCUMENTED (NO CHANGES) __The NW and SE wingwalls are undermined due to erosion of the embankments. Please refer to Element 290 I Channel For more information. Total Number of Elements: 5 Inspection Information Inspection Date: 02.26.2008 Type: Regular NBI Inspector: KNMEIAG-P - Armando Guzman Inspection Notes: Sufficiency Rating Calculation Accepted by knmeive-P at 2008-04-09 12:13:05 Sufficiency Rating Calculation Accepted by knmeiag-P at 2008-03-13 14:43:18 Structure Notes BRIDGE OWNER: CITY OF-CORAL GABLES TRAFFIC RESTRICTION: Based on the results of the load rating analysis dated SIB/1988. posting is not required. The structure is currently not posted. The structure was inventoried from west to east. This report contains information relating to the physical security of a structure and depictions of the structure. This information is confidential and exempt from public inspection pursuant to sections 119.071 (3)(a) and 119.071 (3)(b). Florida Statutes. 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BrdgInspRpt-Hardee - , FLORIDA DEPARTMENT OF TRANSPORTATION...

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