164505_2025-05-08_INSPECTION_REPORT_REGULAR_NBI.pdf

BRIDGE INSPECTION REPORT FERROVIAL

PREPARED FOR: FLORIDA DEPARTMENT OF TRANSPORTATION

INSPECTED BY:

BRIDGE OWNER: CITY OF LAKELAND

TRANSYSTEMS

BRIDGE NO. 164505 CONTENTS OF REPORT INSPECTION DATE: 05/08/2025

BrM Report U/W Inspection Report

CIDR * Fracture Critical Data

Scour Elevation (Profile) * Load Rating Analysis Summary

* Addendum (Element Notes & Photos/Sketches)

*This section is not included in this report.

OAKBRIDGE BLVD SB OVER DRAINAGE CANAL 98FT NORTH OF N FRONTAGE ROAD

TEST

FUNCTIONALLY OBSOLETE STRUCTURALLY DEFICIENT

TYPE OF INSPECTION: Regular NBI

DATE FIELD INSPECTION WAS PERFORMED: ABOVE WATER: 5/8/2025 UNDERWATER: 4/9/2025

SUFFICIENCY RATING:

HEALTH INDEX:

92.9 86.61

X

STRUCTURE NAME: OAKBRIDGE BLVD SB OVER

DRAINAGE

BY: Transystems

SECTION NO.:

YEAR BUILT: 1985

16 000 000

OWNER:

MAINTAINED BY:

4 City/Municipal Hwy Agy 4 City/Municipal Hwy Agy

OAKBRIDGE BLVD SB

FEATURE INTERSECTED:

FACILITY CARRIED:

DRAINAGE CANAL

SERV. TYPE ON:

SERV. TYPE UNDER:

1 Highway 5 Waterway

0.000 MP:

00000ROUTE:

STRUCTURE TYPE:

LOCATION:

7 Wood or Timber - 02 Stringer/Girder

98FT N OF N FRONTAGE RD

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

INSPECTION DATE: 5/8/2025 MXCM

X FUNCTIONALLY OBSOLETE

TYPE OF INSPECTION: Regular NBI

DATE FIELD INSPECTION WAS PERFORMED: ABOVE WATER: 5/8/2025 UNDERWATER: 4/9/2025

THIS BRIDGE CONTAINS FRACTURE CRITICAL COMPONENTS

THIS BRIDGE IS SCOUR CRITICAL

THIS REPORT IDENTIFIES DEFICIENCIES WHICH REQUIRE PROMPT CORRECTIVE ACTION

STRUCTURALLY DEFICIENT

OVERALL NBI RATINGS:

DECK:

SUPERSTRUCTURE:

SUBSTRUCTURE:

PERF. RATING:

7 Good 7 Good

7 Good Good

CHANNEL:

CULVERT:

SUFF. RATING:

HEALTH INDEX:

6 Bank Slumping

N N/A (NBI)

92.9 86.61

REVIEWING BRIDGE INSPECTION SUPERVISOR:

Rivera, Michael - Bridge Inspector (CBI #00547)

CONFIRMING REGISTERED PROFESSIONAL ENGINEER:

McLennon, R. Wayne - PE #49174 TranSystems Corporation Consultants 3230 West Commercial Blvd.

Suite 450 (Auth. No. 00007503) Ft. Lauderdale Florida 33309

SIGNATURE:

DATE:

Norris, Devon - Bridge Inspector (CBI #00606) (lead)

Arsan, Bryan - Assistant Bridge Inspector

Hoogland, Keith - Inspection Team Leader (CBI #00341) (Lead)

Redden, Michael - Inspection Team Leader (CBI #00702) (Tend)

Christensen, Sonja E. – Assistant UW Bridge Inspector/Diver (Dive)

FIELD PERSONNEL / TITLE / NUMBER: INITIALS

STRUCTURE NAME: OAKBRIDGE BLVD SB OVER

DRAINAGE

BY: Transystems

SECTION NO.:

YEAR BUILT: 1985

16 000 000

98FT N OF N FRONTAGE RD

7 Wood or Timber - 02 Stringer/GirderSTRUCTURE TYPE:

LOCATION:

OAKBRIDGE BLVD SB

FEATURE INTERSECTED:

FACILITY CARRIED:

DRAINAGE CANAL

SERV. TYPE ON:

SERV. TYPE UNDER:

1 Highway 5 Waterway

OWNER:

MAINTAINED BY:

4 City/Municipal Hwy Agy 4 City/Municipal Hwy Agy

0.000 MP:

00000ROUTE:

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

INSPECTION DATE: 5/8/2025 MXCM

rwmclennon Wayne PE Stamp rwmclennon Notes for Reports

All Elements

DECKS : Decks/Slabs Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 31 / 3 Timber Deck 2036 100 0 . 0 . 0 . 2036 sq.ft

0 510 / 3 Wearing Surfaces 894 50 0 . 894 50 0 . 1788 sq.ft

0 3220 / 3 Crack (Wearing Surface) 0 . 0 . 894 100 0 . 894 sq.ft

Element Inspection Notes:

31/3 Note: The timber deck planks have an asphalt overlay in the roadway area only.

There is a timber bridge rail attached to both fascias with mechanical type anchors.

CS3 3220: The asphalt overlay has transverse cracks up to 1/4in. wide, reflective of the transverse deck timbers and longitudinal cracks up to 1/4in. wide. Refer to Photo 1.

REPAIR (894SF)

INCIDENTAL:

The exposed transverse timber sidewalk planks have weathering and checks up to 3/8in. wide x 1/2in. deep with splinters up to 1in. deep. Refer to Photo 2. REPAIR

The timber curbs have weathering and splintering up to 3in. deep and areas of impact damage which has bent the hardware anchoring the curbs to the deck. Refer to Photo 3.

REPAIR

There is dirt impacted in the sidewalks. Refer to Photo 4. REPAIR

The left outside fascia board over Bent 4 is loose/hanging - NEW. Refer to Photo 5. REPAIR

510/3 Refer to Parent Element

3220/3 Refer to Parent Element

MISCELLANEOUS : Channel Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 8290 / 3 Channel 0 . 0 . 1 100 0 . 1 (EA)

0 9150 / 3 Bank Erosion 0 . 0 . 1 100 0 . 1 (EA)

Element Inspection Notes:

8290/3 CS3 9150: The areas of earth slope has rutting erosion under Span 4, 4ft. 6in.

L x 2ft. W with associated areas of undermining of the timber backwall at Abutment 5 cap between Piles 5-2 and 5-3 up to 1ft. x 1ft. maximum penetration. The reinforcing fabric is visible intermittently along Abutment 5 at the groundline. Refer to Photo 6. REPAIR (1EA)

The following was noted by the underwater inspectors:

INCIDENTAL:

There is a floating irrigation pipe adjacent to the structure in the west channel.

9150/3 Refer to Parent Element

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

MISCELLANEOUS : Other Elements Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 321 / 3 Re Conc Approach Slab 448 100 0 . 0 . 0 . 448 sq.ft

0 510 / 3 Wearing Surfaces 397 88.62 0 . 51 11.38 0 . 448 sq.ft

0 3210 / 3 Del/Spall/Patch/Pot(Wear Surf)

0 . 0 . 1 100 0 . 1 sq.ft

0 3220 / 3 Crack (Wearing Surface) 0 . 0 . 50 100 0 . 50 sq.ft

Element Inspection Notes:

321/3 Note: The south approach slab is covered with decorative bricks and the north approach slab is covered in asphalt.

CS3 3210: The asphalt overlay at the north approach exhibits a pothole 9in. x 3in. x 1/2in. at the center - NEW. Refer to Photo 7. REPAIR (1SF)

CS3 3220: The asphalt overlay on the north approach slab has multi-directional cracks up to full length x 1/4in. wide - INCREASE. Refer to Photo 8. REPAIR (50SF)

510/3 Refer to Parent Element

3210/3 Refer to Parent Element

3220/3 Refer to Parent Element

MISCELLANEOUS : Other Elements Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 8476 / 3 Timber Walls 0 . 69 92 6 8 0 . 75 ft

0 1140 / 3 Decay/Section Loss 0 . 69 100 0 . 0 . 69 ft

0 6000 / 3 Scour 0 . 0 . 6 100 0 . 6 ft

Element Inspection Notes:

8476/3 Note: There are 1in. diameter PVC conduits and junction boxes attached to the northwest and southwest retaining wall corners with mechanical type anchors.

CS2 1140: The wingwall boards and posts have decay and have soft exterior up to 1/4in.

(69FT)

CS3 6000: Abutment 5 backwall is undermined between Piles 5-2 and 5-3. Refer to Photo 9 and Element 8290. REPAIR (6FT)

1140/3 Refer to Parent Element

6000/3 Refer to Parent Element

SUBSTRUCTURE : Substructure Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 216 / 3 Timber Abutment 0 . 72 100 0 . 0 . 72 ft

0 1140 / 3 Decay/Section Loss 0 . 37 100 0 . 0 . 37 ft

0 1150 / 3 Check/Shake 0 . 35 100 0 . 0 . 35 ft

Element Inspection Notes:

216/3 CS2 1150: The timber abutment caps have checks up to 1/8in. wide x 1/2in.

deep. (35FT)

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

CS2 1140: The top face of the abutment caps are moist and have a soft surface up to 1/8in.

deep. (37FT)

INCIDENTAL:

Abutment 1 cap has dirt buildup up to 1in.

1140/3 Refer to Parent Element

1150/3 Refer to Parent Element

SUBSTRUCTURE : Substructure Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 228 / 3 Timber Pile 24 92.31 0 . 2 7.69 0 . 26 (EA)

0 1170 / 3 Split/Delamination (Timber) 0 . 0 . 2 100 0 . 2 (EA)

Element Inspection Notes:

228/3 Note: The quantity for this element includes a single wingwall pile in the area between the twin structures at Abutment 5.

CS3 1170: Piles 5-2 and 5-3 each have splits up to full exposed height 20in. x 4in. x 1-1/4in. at the hardware connections. Refer to Photo 10. REPAIR (2EA)

The following was noted by the underwater inspectors:

The timber piles have a soft exterior up to 1/8in. deep.

INCIDENTAL:

The cross bracing has decay, up to 7ft. x 7in. x 3in. full penetration at the connecting hardware. Refer to Photo 11. REPAIR

The cross-bracing attachment hardware has corrosion throughout. Refer to Photo 11. REPAIR

1170/3 Refer to Parent Element

SUBSTRUCTURE : Substructure Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 235 / 3 Timber Pier Cap 0 . 78 97.5 2 2.5 0 . 80 ft

0 1140 / 3 Decay/Section Loss 0 . 36 100 0 . 0 . 36 ft

0 1150 / 3 Check/Shake 0 . 42 100 0 . 0 . 42 ft

0 1170 / 3 Split/Delamination (Timber) 0 . 0 . 2 100 0 . 2 ft

Element Inspection Notes:

235/3 Note: There is a 10in. cast iron utility attached to the top of the caps with mechanical anchors.

CS2 1150: The intermediate timber caps have checks up to 1/8in. wide x 1in. deep and areas of splintering along the corners up to 4ft. x 3in. x 1in. (40FT)

CS2 1150: Bent 2 cap bottom north edge at center exhibits a shake 17in. x 1in. x 1/2in. D

- NEW. Refer to Photo 12. (2FT)

CS2 1140: The top of the bent caps is moist adjacent to the beams and has a soft surface up to 1/8in. deep. (36FT)

CS3 1170: The left end of Bent 4 cap has a 4ft. long area of weathering on all four faces and a split at the end full height x 2ft. long x 3/4in. wide. Refer to Photo 13. REPAIR

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

(2FT)

INCIDENTAL:

The timber caps have isolated areas of mildew throughout.

1140/3 Refer to Parent Element

1150/3 Refer to Parent Element

1170/3 Refer to Parent Element

SUPERSTRUCTURE : Superstructure Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 111 / 3 Timber Open Girder 374 48.32 399 51.55 1 0.13 0 . 774 ft

0 1020 / 3 Connection 0 . 90 100 0 . 0 . 90 ft

0 1140 / 3 Decay/Section Loss 0 . 200 99.5 1 0.5 0 . 201 ft

0 1150 / 3 Check/Shake 0 . 109 100 0 . 0 . 109 ft

Element Inspection Notes:

111/3 Note: There is a 1in. diameter PVC conduit attached to the west face of Beams 1-1, 2-1, 3-1, and 4-1 with mechanical type anchors.

CS2 1020: The beams have intermittent slightly warped areas at the caps, causing bearing loss and gaps up to 1/4in. Refer to Photo 14. REPAIR (90FT)

CS3 1140: Beam end 1-5 over Bent 2 has a 2in. diameter x 9in. void. Refer to Photo 15.

(1FT)

CS2 1150: The timber beams have checks up to 1/2in. wide x up to 2-1/2in. deep. Refer to Photo 16. (109FT)

CS2 1140: The beams have mold and white fungi, and are soft up to 1/8in. intermittently throughout. (200FT)

INCIDENTAL:

The diaphragm in Bay 4-9 is broken.

1020/3 Refer to Parent Element

1140/3 Refer to Parent Element

1150/3 Refer to Parent Element

SUPERSTRUCTURE : Superstructure Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 332 / 3 Timb Bridge Railing 0 . 119 76.77 36 23.23 0 . 155 ft

0 1020 / 3 Connection 0 . 0 . 1 100 0 . 1 ft

0 1140 / 3 Decay/Section Loss 0 . 35 50 35 50 0 . 70 ft

0 1150 / 3 Check/Shake 0 . 84 100 0 . 0 . 84 ft

Element Inspection Notes:

332/3 CS2 1150: The timber bridge rails have checks up to 1/4in. wide x 1-1/2in.

deep, splits up to 1in. wide. Refer to Photo 17. (84FT)

CS2 1140: The top face of the top left rail has a intermittent soft exterior and decay up

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Structure Notes

BRIDGE OWNER: CITY OF LAKELAND

Bridge inventoried from south to north.

TRAFFIC RESTRICTION: According to the load rating analysis dated 07/25/1997, posting is not required. This structure is not posted.

Asphalt thickness = 2-3/4in.

INSPECTION NOTES: MXCM 5/8/2025

Sufficiency Rating Calculation Accepted by kntccel at 7/3/2025 9:21:20 AM

LOAD CAPACITY EVALUATION:

Current load rating date 07/25/1997. Since the previous bridge inspection dated 5/9/2023, there is no new deterioration, geometric changes, or additional dead load that would indicate a reduction in capacity. This applies to this inspection dated 05/08/2025 per R. Wayne McLennon, PE.

NON-STRUCTURAL ITEMS:

GUARDRAILS:

Guardrails have not been provided at both approaches to the structure.

OBJECT MARKERS:

Object markers have not been provided at the four corners of the structure.

UTILITIES:

The PVC conduit attachment to Beam 1-1 and 4-1 have failed leaving the conduit hanging. Refer to Photo 21. REPAIR to 4ft. x 2in. deep. Refer to Photo 18. REPAIR (35FT)

CS3 1140: The ends of the timber bridge rails have decay with a soft exterior up to 1in.

deep and the exposed ends of the rails can be penetrated 32in. Refer to Photo 19. (10FT)

CS3 1140: The bridge rail posts have top down decay up to 3in. diameter x 3in. deep.

(25FT)

CS3 1020: The bridge rail attachment hardware is missing the attachment nut and washer at Post 2-3 right. Refer to Photo 20. REPAIR (1FT)

The bridge rail attachment nuts typically have surface corrosion.

1020/3 Refer to Parent Element

1140/3 Refer to Parent Element

1150/3 Refer to Parent Element

Total Number of Elements*: 9 *excluding defects/protective systems

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 1: Element 31 Timber Deck / Wearing Surfaces

Transverse cracks in the asphalt overlay in Span 4.

REPAIR RECOMMENDATION:

Seal transverse and longitudinal cracks in asphalt overlay.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 2: Element 31 Timber Deck

Checks in the exposed transverse timber planks in the sidewalk.

REPAIR RECOMMENDATION:

Repair deteriorated sidewalk timbers.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 3: Element 31 Timber Deck

Weathering and splintering in the curb at Span 3.

REPAIR RECOMMENDATION:

Replace timber curbs.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 4: Element 31 Timber Deck

Dirt in the left sidewalk.

REPAIR RECOMMENDATION:

Remove dirt from the sidewalks.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 5: Element 31 Timber Deck

Hanging/loose timber outboard for deck at Bent 4 left side.

REPAIR RECOMMENDATION;

Repair the hanging/loose timber outboard at Bent 4 left side.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 6: Element 8290 Channel

Rutting/erosion in the earth slope under Span 4.

REPAIR RECOMMENDATION:

Backfill and stabilize erosion and repair undermining at timber back wall Abutment 5 and under Span 4.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 7: Element 321 Re Conc Approach Slab / Wearing Surfaces

Pothole in the asphalt overlay at the north approach slab.

REPAIR RECOMMENDATION:

Repair pothole in the asphalt overlay at the north approach.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 8: Element 321 Re Conc Approach Slab / Wearing Surfaces

Multidirectional cracks in the north approach slab asphalt overlay.

REPAIR RECOMMENDATION:

Seal multidirectional cracks in the north approach slab asphalt overlay.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 9: Element 8476 Timber Walls

Undermining at the backwall at Abutment 5.

REPAIR RECOMMENDATION:

Refer to Photo 6.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 10: Element 228 Timber Pile

Split in Pile 5-3.

REPAIR RECOMMENDATION:

Repair splits in Piles 5-2 and 5-3.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 11: Element 228 Timber Pile

Cross bracing decay and connecting hardware corrosion at Pile 3-3.

REPAIR RECOMMENDATION:

Replace decayed cross bracing and corroded attachment hardware.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 12: Element 235 Timber Pier Cap

Shake in Bent 2 cap bottom edge at the center.

REPAIR RECOMMENDATION:

None.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 13: Element 235 Timber Pier Cap

Split in Bent Cap 4 at the left end south face.

REPAIR RECOMMENDATION:

Repair split in Bent 4 cap left end.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 14: Element 111 Timber Open Girder

Warped beam with bearing reduction of Beam 3-9 at Bent 4.

REPAIR RECOMMENDATION:

Shim bearing areas at beams with gaps to provide full contact.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 15: Element 111 Timber Open Girder

Void in the end of Beam 1-5 over Bent 2.

REPAIR RECOMMENDATION:

None.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 16: Element 111 Timber Open Girder

Check in Beam 4-8 left face.

REPAIR RECOMMENDATION:

None.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 17: Element 332 Timb Bridge Railing

Checks in the left timber bridge rail at Span 2.

REPAIR RECOMMENDATION:

None.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 18: Element 332 Timb Bridge Railing

Decay in the left top bridge rail at Span 3.

REPAIR RECOMMENDATION:

Replace decayed top left rail.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 19: Element 332 Timb Bridge Railing

Decay in the end of the right timber rail at Abutment 1.

REPAIR RECOMMENDATION:

None.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 20: Element 332 Timb Bridge Railing

Missing attachment hardware at Post 2-3R.

REPAIR RECOMMENDATION:

Install missing attachment hardware at Post 2-3R.

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 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 21: Inspection Notes

Hanging PVC along the left side at Beam 4-1.

REPAIR RECOMMENDATION:

Replace conduit attachment at Beams 1-1 and 4-1.

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.

REPORT ID: INSP005 PRINTED: 07/03/2025

DISTRICT: D1 - Bartow

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Roadway Identification Roadway Traffic and Accidents

NBI Structure No (8): 164505 Medians: 0Lanes (28): 1 Speed: 30 mph

Position/Prefix (5): 1 - Route On Structure ADT Class: 3 ADT Class 3

Kind Hwy (Rte Prefix): 5 City Street Recent ADT (29): Year (30): 20251500

Design Level of Service: 1 Mainline Future ADT (114): Year (115): 20452603

Route Number/Suffix: 00000 / 0 N/A (NBI) Truck % ADT (109): 2

Feature Intersect (6): DRAINAGE CANAL Detour Length (19): 1 mi

Critical Facility: Not Defense-crit Detour Speed: 30 mph

Facility Carried (7): OAKBRIDGE BLVD SB Accident Count: Rate: -1

Mile Point (11): 0

Latitude (16): Long (17): 081d58'07.0"027d59'49.7"

Roadway Classification Roadway Clearances

Nat. Hwy Sys (104): 0 Not on NHS Vertical (10): 99.99 ft Appr. Road (32): 19.8 ft

National base Net (12): 0 - Not on Base Network Horiz. (47): 24.6 ft Roadway (51): 19.5 ft

LRS Inventory Rte (13a): Sub Rte (13b): 0016 000 000 Truck Network (110): 0 Not part of natl netwo

Functional Class (26): 19 Urban Local Toll Facility (20): 3 On free road

Federal Aid System: OFF Fed. Lands Hwy (105): 0 N/A (NBI)

Defense Hwy (100): 0 Not a STRAHNET hwy School Bus Route:

Direction of Traffic (102): 1 1-way traffic Transit Route:

Emergency:

NBI Project Data

Proposed Work (075A): Not Applicable (P) Improvement Cost (094): $ 0.00

Work To Be Done By (075B): Not Applicable (P) Roadway Improvement Cost (095): $ 0.00

Improvement Length (076): 0 ft Total Cost (096): $ 0.00

Year of Estimate (097):

NBI Rating

Channel (61): 6 Bank Slumping Culvert (62): N N/A (NBI)

Deck (58): 7 Good Waterway (71): 9 Above Desirable

Superstructure (59): 7 Good Unrepaired Spalls: -1 sq.ft.

Substructure (60): 7 Good Review Required: X

Description

Structure Unit Identification

Bridge/Unit Key: 164505 0

Structure Name: OAKBRIDGE BLVD SB OVER DRAINAGE

Description: Four Span Timber Bridge

Type: M - Main

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

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

DATE PRINTED: 7/3/2025

Inspection/CIDR/Bridge Profile Report

CIDR

Structure Identification Geometrics

Admin Area: Polk Spans in Main Unit (45): 4

District (2): D1 - Bartow Approach Spans (46): 0

County (3): (16) Polk Length of Max Span (48): 19 ft

Place Code (4): Lakeland Structure Length (49): 77.4 ft

Location (9): 98FT N OF N FRONTAGE RD Total Length: 100.4 ft

Border Br St/Reg (98): Not Applicable (P) Share: 0 % Deck Area: 2036 sqft

Border Struct No (99): Structure Flared (35): 0 No flare

FIPS State/Region (1): Region 4-Atlanta12 Florida

NBIS Bridge Len (112): Y - Meets NBI Length Age and Service

Parallel Structure (101): Left of || bridge Year Built (27): 1985

Temp. Structure (103): Not Applicable (P) Year Reconstructed (106): 0

Maint. Resp. (21): 4 City/Municipal Hwy Agy Type of Service On (42a): 1 Highway

Owner (22): 4 City/Municipal Hwy Agy Under (42b): 5 Waterway

Historic Signif. (37): 5 Not eligible for NRHP Fracture Critical Details: Not Applicable

Structure Type and Material Deck Type and Material

Curb/Sidewalk (50): Right: 1.6 ftLeft: 1.6 ft Deck Width (52): 26.3 ft

Bridge Median (33): 0 No median Skew (34): 0 deg

Main Span Material (43A): 7 Wood or Timber Deck Type (107): 8 Wood or Timber

Appr Span Material (44A): Not Applicable Surface (108): 6 Bituminous

Main Span Design (43B): 02 Stringer/Girder Membrane: 0 None

Appr Span Design (44B): Not Applicable Deck Protection: None

Appraisal Structure Appraisal Navigation Data

Open/Posted/Closed (41): A Open, no restriction Navigation Control (38): Permit Not Required

Deck Geometry (68): 2 Intolerable - Replace Nav Vertical Clr (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 Clr (116): 0 ft

Bridge Railings (36a): 0 Substandard Pier Protection (111): Not Applicable (P)

Transitions (36b): 0 Substandard NBI Condition Rating

Approach Guardrail (36c): 0 Substandard Sufficiency Rating: 92.9

Approach Guardrail Ends (36d): 0 Substandard Health Index: 86.61

Scour Critical (113): U Unknown Foundation Structural Eval (67): 7 Above Min Criteria

Deficiency: Functionally Obsolete

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

Schedule Current Inspection Next Inspection Date Scheduled

Inspection Date: 05/08/2025 NBI: 05/08/2027

Inspector: KNTCCDN - Devon Norris Element: 05/08/2027

Bridge Group: E1U99 Fracture Critical:

Alt. Bridge Group: Underwater: 04/09/2027

Primary Type: Regular NBI Other/Special:

Review Required: X Inventory Photo Update Due: 05/05/2031

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

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

DATE PRINTED: 7/3/2025

Inspection/CIDR/Bridge Profile Report

Schedule Cont.

Inspection Types Performed X NBI XElement Fracture Critical XUnderwater Other Special

Inspection Intervals Required (92) Frequency (92) Last Date (93) Inspection Resources Crew Hours:Fracture Critical 4mos

24 04/09/2025 Flagger Hours: Underwater X 0mos 09/08/2004 Helper Hours: 0mos

24 05/08/2025 Snooper Hours: NBI 0mos (91)

Other Special (90)

Bridge Related Special Crew Hours: 3 Special Equip Hours: 0

General Bridge Information Parallel Bridge Seq: 4504 Bridge Rail 1: Timber post and rail

Channel Depth: 1.9 ft Bridge Rail 2: Not applicable-No rail Radio Frequency: -1 Electrical Devices: No electric service

Phone Number: Culvert Type: Not applicable Exception Date: Maintenance Yard: Not FDOT Maintained Exception Type: Unknown FIHS ON / OFF: No Routes on FIHS

Accepted By Maint: 01/01/1985 Previous Structure:

Warranty Expiration: 00/00/0000 2nd Previous Structure:

Performance Rating: Good Replacement Structure:

Power Water Gas Fiber Optic X Sewage OtherPermitted Utilities:

Bridge Load Rating Information Inventory Type (065): 2 AS Allowable Stress Inventory Rating (066): 35.6 tons

Operating Type (063): 2 AS Allowable Stress Operating Rating (064): 47.4 tons Original Design Load (031): 5 MS 18 (HS 20) FL120 Permit Rating: -1.0 tons

Date: 07/25/1997 HS20/FL120 Max Span Rating: 47.4 tons Initials: DBT Dynamic Impact in Percent: 0 %

Load Rating Rev. Recom.: No Governing Span Length: 19.0 ft Load Rating Plans Status: Design or Construction Minimum Span Length:

Distribution Method: Others Load Rating Notes:

LEGAL LOADS POSTING

SU2: 29.0 tons Recom. SU Posting: 99 tons SU3: 52.0 tons Recom. C Posting: 99 tons SU4: 50.0 tons Recom. ST5 Posting: 99 tons

C3: 48.0 tons Actual SU Posting: 99 tons C4: 58.0 tons Actual C Posting: 99 tons C5: 64.0 tons Actual ST5 Posting: 99 tons

ST5: 72.0 tons Actual Blanket Posting: 99 tons Posting (070): 5 At/Above Legal Loads Emergency Vehicle: 1 EV inapplicable

Open/Posted/Closed (041): A Open, no restriction

FLOOR BEAM (FB) FB Present: No SEGMENTAL (SEG)

FB Span Length, Gov: 0.0 ft SEG Wing-Span: -1.0 ft FB Spacing, Gov: 0.0 ft SEG Web-to-Web Span: -1.0 ft

FB OPR Rating: 0.0 tons SEG Transverse HL93 Operating: -1.00 RF FB SU4 OPR Rating: 0.0 tons

FB FL120 Rating: 0.0 tons

Bridge Scour and Storm Information Pile Driving Record: No pile driving records Scour Recommended I: Not Applicable

Foundation Type: No foundation details Scour Recommended II: Not Applicable Mode of Flow: Riverine Scour Recommended III: Not Applicable

Rating Scour Eval: Minimal Risk Scour Elevation: 999 ft Highest Scour Eval: Low Risk POA Implemented Action Elevation: 999 ft

Scour Evaluation Method: Storm Frequency: 999

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

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

DATE PRINTED: 7/3/2025

Inspection/CIDR/Bridge Profile Report

Elements Inspection Date: 05/08/2025 MXCM

DECKS : Decks/Slabs Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 31 / 3 Timber Deck 2036 100 0 . 0 . 0 . 2036 sq.ft

0 510 / 3 Wearing Surfaces 894 50 0 . 894 50 0 . 1788 sq.ft

0 3220 / 3 Crack (Wearing Surface) 0 . 0 . 894 100 0 . 894 sq.ft

MISCELLANEOUS : Channel Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 8290 / 3 Channel 0 . 0 . 1 100 0 . 1 (EA)

0 9150 / 3 Bank Erosion 0 . 0 . 1 100 0 . 1 (EA)

MISCELLANEOUS : Other Elements Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 321 / 3 Re Conc Approach Slab 448 100 0 . 0 . 0 . 448 sq.ft

0 510 / 3 Wearing Surfaces 397 88.62 0 . 51 11.38 0 . 448 sq.ft

0 3210 / 3 Del/Spall/Patch/Pot(Wear Surf)

0 . 0 . 1 100 0 . 1 sq.ft

0 3220 / 3 Crack (Wearing Surface) 0 . 0 . 50 100 0 . 50 sq.ft

MISCELLANEOUS : Other Elements Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 8476 / 3 Timber Walls 0 . 69 92 6 8 0 . 75 ft

0 1140 / 3 Decay/Section Loss 0 . 69 100 0 . 0 . 69 ft

0 6000 / 3 Scour 0 . 0 . 6 100 0 . 6 ft

SUBSTRUCTURE : Substructure Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 216 / 3 Timber Abutment 0 . 72 100 0 . 0 . 72 ft

0 1140 / 3 Decay/Section Loss 0 . 37 100 0 . 0 . 37 ft

0 1150 / 3 Check/Shake 0 . 35 100 0 . 0 . 35 ft

SUBSTRUCTURE : Substructure Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 228 / 3 Timber Pile 24 92.31 0 . 2 7.69 0 . 26 (EA)

0 1170 / 3 Split/Delamination (Timber) 0 . 0 . 2 100 0 . 2 (EA)

SUBSTRUCTURE : Substructure Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 235 / 3 Timber Pier Cap 0 . 78 97.5 2 2.5 0 . 80 ft

0 1140 / 3 Decay/Section Loss 0 . 36 100 0 . 0 . 36 ft

0 1150 / 3 Check/Shake 0 . 42 100 0 . 0 . 42 ft

0 1170 / 3 Split/Delamination (Timber) 0 . 0 . 2 100 0 . 2 ft

SUPERSTRUCTURE : Superstructure Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 111 / 3 Timber Open Girder 374 48.32 399 51.55 1 0.13 0 . 774 ft

0 1020 / 3 Connection 0 . 90 100 0 . 0 . 90 ft

0 1140 / 3 Decay/Section Loss 0 . 200 99.5 1 0.5 0 . 201 ft

0 1150 / 3 Check/Shake 0 . 109 100 0 . 0 . 109 ft

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

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

DATE PRINTED: 7/3/2025

Inspection/CIDR/Bridge Profile Report

Structure Notes

BRIDGE OWNER: CITY OF LAKELAND

Bridge inventoried from south to north.

TRAFFIC RESTRICTION: According to the load rating analysis dated 07/25/1997, posting is not required. This structure is not posted.

Asphalt thickness = 2-3/4in.

Schedule Notes

Inspection Information Inspection Date: 05/08/2025 Type: Regular NBI

Inspector: KNTCCDN - Devon Norris

Inspection Notes: Sufficiency Rating Calculation Accepted by kntccel at 7/3/2025 9:21:20 AM

LOAD CAPACITY EVALUATION:

Current load rating date 07/25/1997. Since the previous bridge inspection dated 5/9/2023, there is no new deterioration, geometric changes, or additional dead load that would indicate a reduction in capacity. This applies to this inspection dated 05/08/2025 per R. Wayne McLennon, PE.

NON-STRUCTURAL ITEMS:

GUARDRAILS:

Guardrails have not been provided at both approaches to the structure.

OBJECT MARKERS:

Object markers have not been provided at the four corners of the structure.

UTILITIES:

The PVC conduit attachment to Beam 1-1 and 4-1 have failed leaving the conduit hanging. Refer to Photo 21. REPAIR

SUPERSTRUCTURE : Superstructure Str Unit Elem/Env Description Qty1 %1 Qty2 %2 Qty3 %3 Qty4 %4 T Qty

0 332 / 3 Timb Bridge Railing 0 . 119 76.77 36 23.23 0 . 155 ft

0 1020 / 3 Connection 0 . 0 . 1 100 0 . 1 ft

0 1140 / 3 Decay/Section Loss 0 . 35 50 35 50 0 . 70 ft

0 1150 / 3 Check/Shake 0 . 84 100 0 . 0 . 84 ft

Total Number of Elements*: 9 *excluding defects/protective systems

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

Structure ID: 164505

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

DATE PRINTED: 7/3/2025

Inspection/CIDR/Bridge Profile Report

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

Structure ID : 164505

FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Bridge Profile DATE PRINTED: 7/3/2025 9:23:04 AM

Profile Data - Numerical Summary

Bent # Left Height Right Height (All Heights are in Feet)

Inspection Date and Key: 5/8/2025 MXCM

1 5.70 5.50

2 8.70 8.00

3 10.50 10.30

4 8.90 8.60

5 5.00 6.00

Air Temp:

Profile Notes:

Measurements referenced from top of bridge rail.

Watreline taken at Bent 3: Left and Right: 8.6ft.

Inspection Date and Key: 5/9/2023 NFVC

1 5.80 5.80

2 8.60 8.10

3 10.40 10.40

4 8.80 8.50

5 5.10 6.20

Air Temp:

Profile Notes:

Measurements referenced from top of bridgerail.

Waterline taken at Bent 3: Left = 8.4ft. and Right = 8.4ft.

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

Structure ID : 164505

FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report

Profile Data - Numerical Summary

Bent # Left Height Right Height (All Heights are in Feet)

Inspection Date and Key: 6/1/1997 STRT

(Original Inspection)

1 6.69 6.59

2 8.50 8.69

3 11.09 11.09

4 9.42 8.50

5 6.20 5.87

Air Temp:

Profile Notes:

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

Structure ID : 164505

FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report