164504_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. 164504 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 NB OVER DRAINAGE 98FT NORTH OF N FRONTAGE RD

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:

77.9 81.15

X

STRUCTURE NAME: OAKBRIDGE BL NB 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 NB

FEATURE INTERSECTED:

FACILITY CARRIED:

DRAINAGE CANAL

SERV. TYPE ON:

SERV. TYPE UNDER:

5 Highway-Pedestrian 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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

INSPECTION DATE: 5/8/2025 WLSO

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)

77.9 81.15

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 S. - CBI Diver-Inspector (CBI# 0341) (Lead)

Redden, Michael D. - CBI Diver-Inspector (CBI# 0702)/Diver (Tend)

Christensen, Sonja E. - Assistant UW Bridge Inspector/Tender (Dive)

FIELD PERSONNEL / TITLE / NUMBER: INITIALS

STRUCTURE NAME: OAKBRIDGE BL NB 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 NB

FEATURE INTERSECTED:

FACILITY CARRIED:

DRAINAGE CANAL

SERV. TYPE ON:

SERV. TYPE UNDER:

5 Highway-Pedestrian 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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

INSPECTION DATE: 5/8/2025 WLSO

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 2047 100 0 . 0 . 0 . 2047 sq.ft

0 510 / 3 Wearing Surfaces 638 46.1 0 . 746 53.9 0 . 1384 sq.ft

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

0 . 0 . 16 100 0 . 16 sq.ft

0 3220 / 3 Crack (Wearing Surface) 0 . 0 . 730 100 0 . 730 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. Refer to Photo 1. REPAIR (676SF)

CS3 3220: The asphalt overlay in Span 3 exhibit 3 areas of map cracking up to 6ft. x 3ft.

x 1/2in. W deep. Refer to Photo 2. REPAIR (54SF)

CS3 3210: The asphalt overlay in Span 3 exhibits an area of rutting 4ft. x 4ft. with 2 potholes up to 10in. x 3in. x 2in. deep at midspan - NEW. Refer to Photo 3. REPAIR (16SF)

INCIDENTAL:

The exposed transverse deck timber sidewalk planks are soft up to 1/16in. deep.

The exposed transverse timber sidewalks planks have weathering and checks up to 1/4in.

wide x 1/2in. deep and splinters up to 1-1/4in. deep. Refer to Photo 4.

There is debris impacted in between the sidewalk deck timbers. Refer to Photo 5. REPAIR

The timber curbs have weathering up to 1-3/4in. deep.

The timber curbs have isolated areas of impact damage, which has bent the hardware anchoring the curbs to the deck. Refer to Photo 6.

The left curb has splintering throughout up to 3in. deep.

The fascia and foot board at the west end of Span 4 is missing and loose between each railing post. Refer to Photo 7. REPAIR

The left sidewalk over Abutment 5 to northwest approach sidewalk exhibits a damaged/loose plank with a difference in elevation up to 2.5in. high - NEW. Refer to Photo 8. REPAIR

510/3 Refer to Parent Element

3210/3 Refer to Parent Element

3220/3 Refer to Parent Element

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

0 301 / 3 Pourable Joint Seal 0 . 0 . 0 . 15 100 15 ft

0 2330 / 3 Seal Damage 0 . 0 . 0 . 15 100 15 ft

Element Inspection 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 PRINTED: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

301/3 Note: This element represents the pourable sealant at Abutment 1 joint in the travel lane. The joints are no longer visible due to an asphalt overlay. Refer to Element 31 for related comments.

CS4 2330: The pourable joint sealant over Abutment 1 is deteriorated/missing. Refer to Photo 9. REPAIR (15FT)

2330/3 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 earth slope has rutting erosion under Span 4 with associated areas of undermining of the timber backwall at Abutment 5 from Piles 5-2 to 5-5 up to 1ft.

x 1ft. maximum penetration. The reinforcing fabric is bulging out from this location.

Refer to Photo 10. REPAIR (1EA)

The following was noted by the underwater inspectors:

There is debris (shopping cart) in the channel between the structures - NEW.

9150/3 Refer to Parent Element

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 284 100 0 . 0 . 0 . 284 sq.ft

0 510 / 3 Wearing Surfaces 268 94.37 0 . 16 5.63 0 . 284 sq.ft

0 3220 / 3 Crack (Wearing Surface) 0 . 0 . 16 100 0 . 16 sq.ft

Element Inspection Notes:

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

CS3 3220: The asphalt overlay at the north approach slab exhibit several multi-directional cracks up to 4ft. long x 1/4in. wide - INCREASE. Refer to Photo 11. (16SF)

INCIDENTAL:

The southeast approach sidewalk has two transverse cracks up to full width x 1/8in. wide.

510/3 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 . 74 98.67 1 1.33 0 . 75 ft

0 1140 / 3 Decay/Section Loss 0 . 58 98.31 1 1.69 0 . 59 ft

0 4000 / 3 Settlement 0 . 16 100 0 . 0 . 16 ft

Element Inspection Notes:

8476/3 CS3 1140: The north end of the top plank of the northeast wingwall is decayed 4in. H x 2in. W x 14in. deep of penetration. Refer to Photo 12. REPAIR (1FT)

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

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

deep. (58FT)

CS2 4000: Abutment 5 backwall is undermined between Piles 5-2 and 5-5. Refer to Element

8290. (16FT)

1140/3 Refer to Parent Element

4000/3 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 . 78 100 0 . 0 . 78 ft

0 1140 / 3 Decay/Section Loss 0 . 38 100 0 . 0 . 38 ft

0 1150 / 3 Check/Shake 0 . 39 100 0 . 0 . 39 ft

0 1170 / 3 Split/Delamination (Timber) 0 . 1 100 0 . 0 . 1 ft

Element Inspection Notes:

216/3 CS2 1150: The abutment caps have checks up to 1/8in. wide. x 1in. deep. (39FT)

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

deep. (38FT)

CS2 1170: The top edge of the Abutment 1 cap below Beam 1-3 has an area of crushing 10in.

long. (1FT)

INCIDENTAL:

The top of Abutment 1 cap at the east end exhibits accumulation of dirt - NEW.

1140/3 Refer to Parent Element

1150/3 Refer to Parent Element

1170/3 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 20 80 5 20 0 . 0 . 25 (EA)

0 1140 / 3 Decay/Section Loss 0 . 5 100 0 . 0 . 5 (EA)

Element Inspection Notes:

228/3 The following was noted by the underwater inspectors:

CS2 1140: The timber piles have intermittent checks up to 1/8in. wide x 1/8in. deep and a soft exterior up to 1/4in. deep. (5FT)

INCIDENTAL:

The cross bracing has areas of decay up to 6ft. x 3in. x 1-1/2in. at the connecting hardware. The cross-bracing attachment hardware has corrosion below. Refer to Photo 13.

REPAIR

1140/3 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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

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

0 235 / 3 Timber Pier Cap 0 . 39 49.37 40 50.63 0 . 79 ft

0 1140 / 3 Decay/Section Loss 0 . 39 100 0 . 0 . 39 ft

0 1150 / 3 Check/Shake 0 . 0 . 40 100 0 . 40 ft

Element Inspection Notes:

235/3 CS3 1150: The intermediate timber caps have checks up to 3/16in. wide x 1in.

deep and isolated areas of splintering up to 6in. L x 3in. H x 3/4in. D along the corners

- INCREASE. Refer to Photo 14. (40FT)

CS2 1140: The top of the bent caps is moist adjacent to the beams and has a soft surface up to 1/8in. deep. (39FT)

INCIDENTAL:

The timber caps have isolated areas of mildew throughout.

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

0 111 / 3 Timber Open Girder 0 . 776 99.74 2 0.26 0 . 778 ft

0 1150 / 3 Check/Shake 0 . 776 99.74 2 0.26 0 . 778 ft

Element Inspection Notes:

111/3 CS2 1150: The timber beams have checks, some up to the length of the beams (19.0ft.), up to 1/4in. wide with penetrations of up to 2in. and splinters up to 1ft. L x 4in. W x 1-1/2in. deep. Refer to Photo 15. (776FT)

CS3 1150: Beam 1-3 in both faces over Abutment 1 has a shake up to 18in. x 6in. x 1in.

deep - NEW. Refer to Photo 16. REPAIR (2FT)

Beams 1-1, 1-2, 1-3, 1-10, 2-6, 2-7, 2-8, 2-9 and 2-10 at Bent 2 and 2-8 at Bent 3 have reduced bearing at the caps with gaps up to 1/8in. due to the beams being slightly warped

- INCREASE. Refer to Photo 17. REPAIR

INCIDENTAL:

The timber beams have isolated areas of mildew throughout.

Bay 2-1 timber spacer block has split in half due to nail placement.

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 . 148 94.87 8 5.13 0 . 156 ft

0 1140 / 3 Decay/Section Loss 0 . 72 90 8 10 0 . 80 ft

0 1150 / 3 Check/Shake 0 . 76 100 0 . 0 . 76 ft

Element Inspection Notes:

332/3 CS2 1150: The timber bridge rails have checks up to 1/8in. wide x 1-1/2in.

deep and splinters up to 3ft. long x 3in. wide. (76FT)

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

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.

CS3 1140: The ends of the bridge rails have areas of decay up to 10in. deep with a soft exterior. Refer to Photo 18. (8FT)

CS2 1140: Random vertical bridge rail posts have top down decay up to 5in. diameter x 3-1/2in. deep, exposing the anchorages. Refer to Photo 19. (13FT)

CS2 1140: The top face of top Horizontal 4-1 left has an area of decay 4ft. long x 9in.

wide, adjacent to Post 4-1 left. The hardware is installed at the slant. Refer to Photo

20. REPAIR (4FT)

CS2 1140: The top face of the top left rail has a soft exterior up to 1/8in. deep. (55FT)

The attachment nuts for the timber bridge rail posts have surface corrosion.

1140/3 Refer to Parent Element

1150/3 Refer to Parent Element

Total Number of Elements*: 10 *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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

INSPECTION NOTES: WLSO 5/8/2025

Sufficiency Rating Calculation Accepted by kntccel at 7/2/2025 4:38:14 PM

LOAD CAPACITY EVALUATION:

Current load rating date 07/25/1997. Since the previous bridge inspection dated 05/09/2023, there is no new deterioration, geometric changes, or additional dead load that would indicate a reduction in capacity. This applies to the inspection dated 05/08/2025 per R. Wayne McLennon, PE.

The NBI rating for SIA Item 61 Channel is coded a 6 (Bank Slumping) due to bank erosion and undermining of Abutment 5 backwall.

Divers inspected Channel and Bent 3 with five timber piles.

NON-STRUCTURAL ITEMS:

GUARDRAILS:

The guardrails have not been provided at both approaches to the structure.

OBJECT MARKERS:

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

UTILITY:

CORRECTIVE ACTION TAKEN:

The open junction box with exposed wires at the utility conduit attached to Abutment 1 has been repaired.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 1: Element 31 Timber Deck / 510 Wearing Surfaces

Transverse cracks in the asphalt overlay in Span 4.

REPAIR RECOMMENDATION:

Seal transverse cracks in the 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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 2: Element 31 Timber Deck / Wearing Surfaces

Map cracking in the asphalt overlay in Span 3.

REPAIR RECOMMENDATION:

Seal map cracking in the 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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 3: Element 31 Timber Deck / Wearing Surfaces

Potholes in the asphalt overlay in Span 3 at midspan.

REPAIR RECOMMENDATION:

Repair potholes in the asphalt overlay in Span 3 at midspan.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 4: Element 31 Timber Deck

Checks and splinters in the timber sidewalk planks in Span 4.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 5: Element 31 Timber Deck

Dirt and debris impacted between the timber sidewalk planks in Span 4.

REPAIR RECOMMENDATION:

Remove impacted dirt and debris between the exposed 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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 6: Element 31 Timber Deck

Impact damage on timber curb in Span 3.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 7: Element 31 Timber Deck

Missing and loose fascia and foot board at the west end of Span 4.

REPAIR RECOMMENDATION:

Replace and tighten fascia and foot board at the west end of 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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 8: Element 31 Timber Deck

Damaged/loose plank with a difference in elevation at the left sidewalk over Abutment 5 to the northwest approach sidewalk.

REPAIR RECOMMENDATION:

Repair damaged/loose plank and adjust difference in elevation at the left sidewalk over Abutment 5 to the northwest approach sidewalk.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 9: Element 301 Pourable Joint Seal

Deteriorated and missing joint seal over Abutment 1.

REPAIR RECOMMENDATION:

Clean and seal Abutment 1 joint.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 10: Elements 8290 Channel and 8476 Timber Walls

Rutted slope under Span 4 with undermining of Abutment 5 backwall.

REPAIR RECOMMENDATION:

Repair slope erosion under Span 4 and undermining of Abutment 5 backwall between Piles 5-2 to 5-5.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 11: Element 321 Re Conc Approach Slab / Wearing Surfaces

Multidirectional cracks in the asphalt overlay at the north approach slab.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 12: Element 8476 Timber Walls

Decayed top plank at the north end of the northeast wingwall.

REPAIR RECOMMENDATIONS:

Replace decayed plank at the north end of the northeast wingwall.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 13: Element 228 Timber Pile

Pile 3-3, typical cross brace decay and connection hardware corrosion.

REPAIR RECOMMENDATIONS:

Repair or replace cross brace decay and corroded connection 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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 14: Element 235 Timber Pier Cap

Splinters in the right side of the south face of Bent 2 cap.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 15: Element 111 Timber Open Girder

Checks in Beam 1-4.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 16: Element 111 Timber Open Girder

Shake in both faces of Beam 1-3 over Abutment 1.

REPAIR RECOMMENDATION:

Repair shake in both faces of Beam 1-3 over Abutment 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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 17: Element 111 Timber Open Girder

Reduced bearing in Beam 1-2 over Bent 2.

REPAIR RECOMMENDATION:

Shim bearing areas at Beams 1-1, 1-2, 1-3, 1-10, 2-6, 2-7, 2-8, 2-9 and 2-10 at Bent 2, and 2-8 at Bent 3 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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 18: Element 332 Timb Bridge Railing

Decay in left bridge rail end in Span 4.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 19: Element 332 Timb Bridge Railing

Decay with exposed anchor bolt in the vertical rail posts

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Photo 20: Element 332 Timb Bridge Railing

Decay in the top face of top Horizontal 4-1 left.

REPAIR RECOMMENDATION:

Replace decayed top Horizontal 4-1 left.

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: 07/02/2025

DISTRICT: D1 - Bartow

Structure ID: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Inspection

Roadway Identification Roadway Traffic and Accidents

NBI Structure No (8): 164504 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 NB Accident Count: Rate: -1

Mile Point (11): 0

Latitude (16): Long (17): 081d58'06.6"027d59'49.7"

Roadway Classification Roadway Clearances

Nat. Hwy Sys (104): 0 Not on NHS Vertical (10): 99.99 ft Appr. Road (32): 14.2 ft

National base Net (12): 0 - Not on Base Network Horiz. (47): 24.6 ft Roadway (51): 14.2 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: 164504 0

Structure Name: OAKBRIDGE BL NB 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: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

DATE PRINTED: 7/2/2025

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): 77.8 ft

Location (9): 98FT N OF N FRONTAGE RD Total Length: 98.1 ft

Border Br St/Reg (98): Not Applicable (P) Share: 0 % Deck Area: 2047 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): Right 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): 5 Highway-Pedestrian

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: 6.9 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: 77.9

Approach Guardrail Ends (36d): 0 Substandard Health Index: 81.15

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: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

DATE PRINTED: 7/2/2025

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: 4505 Bridge Rail 1: Timber post and rail

Channel Depth: 3.1 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 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: Unknown – Eval Not Comp 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: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

DATE PRINTED: 7/2/2025

Inspection/CIDR/Bridge Profile Report

Elements Inspection Date: 05/08/2025 WLSO

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

0 31 / 3 Timber Deck 2047 100 0 . 0 . 0 . 2047 sq.ft

0 510 / 3 Wearing Surfaces 638 46.1 0 . 746 53.9 0 . 1384 sq.ft

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

0 . 0 . 16 100 0 . 16 sq.ft

0 3220 / 3 Crack (Wearing Surface) 0 . 0 . 730 100 0 . 730 sq.ft

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

0 301 / 3 Pourable Joint Seal 0 . 0 . 0 . 15 100 15 ft

0 2330 / 3 Seal Damage 0 . 0 . 0 . 15 100 15 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 284 100 0 . 0 . 0 . 284 sq.ft

0 510 / 3 Wearing Surfaces 268 94.37 0 . 16 5.63 0 . 284 sq.ft

0 3220 / 3 Crack (Wearing Surface) 0 . 0 . 16 100 0 . 16 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 . 74 98.67 1 1.33 0 . 75 ft

0 1140 / 3 Decay/Section Loss 0 . 58 98.31 1 1.69 0 . 59 ft

0 4000 / 3 Settlement 0 . 16 100 0 . 0 . 16 ft

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

0 216 / 3 Timber Abutment 0 . 78 100 0 . 0 . 78 ft

0 1140 / 3 Decay/Section Loss 0 . 38 100 0 . 0 . 38 ft

0 1150 / 3 Check/Shake 0 . 39 100 0 . 0 . 39 ft

0 1170 / 3 Split/Delamination (Timber) 0 . 1 100 0 . 0 . 1 ft

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

0 228 / 3 Timber Pile 20 80 5 20 0 . 0 . 25 (EA)

0 1140 / 3 Decay/Section Loss 0 . 5 100 0 . 0 . 5 (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 . 39 49.37 40 50.63 0 . 79 ft

0 1140 / 3 Decay/Section Loss 0 . 39 100 0 . 0 . 39 ft

0 1150 / 3 Check/Shake 0 . 0 . 40 100 0 . 40 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: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

DATE PRINTED: 7/2/2025

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 7/2/2025 4:38:14 PM

LOAD CAPACITY EVALUATION:

Current load rating date 07/25/1997. Since the previous bridge inspection dated 05/09/2023, there is no new deterioration, geometric changes, or additional dead load that would indicate a reduction in capacity. This applies to the inspection dated 05/08/2025 per R. Wayne McLennon, PE.

The NBI rating for SIA Item 61 Channel is coded a 6 (Bank Slumping) due to bank erosion and undermining of Abutment 5 backwall.

Divers inspected Channel and Bent 3 with five timber piles.

NON-STRUCTURAL ITEMS:

GUARDRAILS:

The guardrails have not been provided at both approaches to the structure.

OBJECT MARKERS:

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

UTILITY:

CORRECTIVE ACTION TAKEN:

The open junction box with exposed wires at the utility conduit attached to Abutment 1 has been repaired.

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

0 111 / 3 Timber Open Girder 0 . 776 99.74 2 0.26 0 . 778 ft

0 1150 / 3 Check/Shake 0 . 776 99.74 2 0.26 0 . 778 ft

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

0 332 / 3 Timb Bridge Railing 0 . 148 94.87 8 5.13 0 . 156 ft

0 1140 / 3 Decay/Section Loss 0 . 72 90 8 10 0 . 80 ft

0 1150 / 3 Check/Shake 0 . 76 100 0 . 0 . 76 ft

Total Number of Elements*: 10 *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: 164504

FLORIDA DEPARTMENT OF TRANSPORTATION

BRIDGE MANAGEMENT SYSTEM

DATE PRINTED: 7/2/2025

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 : 164504

FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report Bridge Profile DATE PRINTED: 7/2/2025 6:09:02 PM

Profile Data - Numerical Summary

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

Inspection Date and Key: 5/8/2025 WLSO

1 5.60 5.50

2 8.70 9.20

3 10.00 11.70

4 8.90 9.70

5 5.00 5.20

Air Temp:

Profile Notes:

Measurements referenced from top of bridgerails.

Waterline taken at Bent 3: Left = 8.8ft. and Right = 8.6ft.

Inspection Date and Key: 5/9/2023 IGGN

1 5.70 5.60

2 8.80 9.10

3 10.10 11.90

4 8.80 9.50

5 5.10 5.20

Air Temp:

Profile Notes:

Measurements referenced from top of bridgerails.

Waterline taken at Bent 3: Left = 8.6ft. 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 : 164504

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 5.12 6.73

2 9.32 8.83

3 12.50 11.81

4 8.73 8.63

5 4.33 6.20

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 : 164504

FLORIDA DEPARTMENT OF TRANSPORTATION BRIDGE MANAGEMENT SYSTEM

Inspection/CIDR/Bridge Profile Report