Bridge Inspection Report
SpanLink
- Bridge Identification Number (BIN)
- B-019427
- Structure Number (STR)
- S-0442-11
- Road Name
- County Road 27 over Flint Creek
- Inspection Type (B.IE.01)
- 2 - Routine
- Inspection Date (B.IE.02)
- September 11th, 2026
- Next Inspection Due (B.IE.06)
- September 11th, 2028
- Inspector
- A. Inspector
- Team Leader (B.IE.04)
- J. Team Leader
- Certification Number
- AL-00000
- Location (B.L.05 / B.L.06)
- 34.512440° N, 86.983110° W
- Site Conditions
- Clear, light wind, 74°F
Structure
- Number of Spans
- 2
- Overall Length
- 156 ft
- Span Lengths
- 78 / 78 ft
- Deck Width
- 34 ft
- Superstructure
- 5 girders per span
- Supports
- 1 interior pier, 2 abutments
SNBI Condition Ratings
Field Notes
Routine inspection of a two-span prestressed concrete girder bridge carrying County Road 27 over Flint Creek. Deck is in satisfactory condition with transverse cracking and one delaminated area in the northbound wheel path. Span 1 girder 3 has a spall with two exposed strands at the bottom flange near midspan; no measurable section loss was found and the member was sounded and measured. Pier 1 cap is spalled beneath the girder 5 bearing with exposed reinforcing showing section loss. Channel is stable with no evidence of active scour at either substructure unit.
Element Condition Summary
| Elem | Element | Unit | Total | CS-1 | CS-2 | CS-3 | CS-4 |
|---|---|---|---|---|---|---|---|
| 12 | Reinforced Concrete Deck | SF | 2652 | 2421 | 231 | 0 | 0 |
| 109 | Prestressed Concrete Open Girder / Beam | LF | 390 | 378 | 6 | 6 | 0 |
| 215 | Reinforced Concrete Abutment | LF | 34 | 26 | 8 | 0 | 0 |
| 234 | Reinforced Concrete Pier Cap | LF | 34 | 25 | 0 | 9 | 0 |
| 205 | Reinforced Concrete Column | EA | 3 | 2 | 1 | 0 | 0 |
Condition state quantities are reported in each element's own unit. CS-1 is the quantity with no reported defect; CS-1 through CS-4 sum to the element total.
The integration is built and your subscription is configured. AASHTOWare has withdrawn the BrM API Lab and says a replacement is coming, so there is no endpoint to sync to yet. Nothing is lost: inspections are kept in full and will sync once the new API is available.
What is already built
- Element condition states map straight onto BrM's own quantities, CS-1 through CS-4.
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| Element | Change | Defected then | Defected now | What moved |
|---|---|---|---|---|
| 12 Reinforced Concrete Deck | Deteriorated | 92 SF | 231 SF | 139 SF more defected than last cycle. |
| 109 Prestressed Concrete Open Girder / Beam | Deteriorated | 6 LF | 12 LF | 6 LF more defected than last cycle. |
| 234 Reinforced Concrete Pier Cap | Deteriorated | 4 LF | 9 LF | 5 LF more defected than last cycle. |
| 205 Reinforced Concrete Column | Deteriorated | 0 EA | 1 EA | 1 EA more defected than last cycle. |
| 215 Reinforced Concrete Abutment | Unchanged | 8 LF | 8 LF | No change in defected quantity. |
Assembly Sketches
Span 1 - Deck (Deck)
Notes: Transverse cracking through the northbound wheel path, heaviest over the pier. Efflorescence on the underside at the same location.
| Defect Type | Condition State | Total Quantity |
|---|---|---|
| 1080 - Delamination / Spall / Patched Area | CS-2 | 46 |
| 1120 - Efflorescence / Rust Staining | CS-2 | 30 |
| 1130 - Cracking (RC and Other) | CS-2 | 120 |
Span 2 - Deck (Deck)
Notes: Sound throughout. No delamination detected on sounding.
| Defect Type | Condition State | Total Quantity |
|---|---|---|
| 1130 - Cracking (RC and Other) | CS-2 | 35 |
Span 1 - Girders (Girders)
Notes: Girder 3 shows a spall with exposed strand at the bottom flange near midspan. Recommend follow-up.
| Defect Type | Condition State | Total Quantity |
|---|---|---|
| 1080 - Delamination / Spall / Patched Area | CS-3 | 4 |
| 1100 - Exposed Prestressing | CS-3 | 2 |
| 1110 - Cracking (PSC) | CS-2 | 6 |
Abutment 1 (Abutments)
Notes: Minor map cracking on the exposed face. Backwall sound.
| Defect Type | Condition State | Total Quantity |
|---|---|---|
| 1130 - Cracking (RC and Other) | CS-2 | 8 |
Pier 1 - Pier Caps (Pier Caps)
Notes: Spalling at the east end of the cap beneath the girder 5 bearing, with exposed reinforcing.
| Defect Type | Condition State | Total Quantity |
|---|---|---|
| 1080 - Delamination / Spall / Patched Area | CS-3 | 6 |
| 1090 - Exposed Rebar | CS-3 | 3 |
Pier 1 - Columns (Columns)
Notes: Column 2 shows efflorescence along a vertical crack. Columns 1 and 3 sound.
| Defect Type | Condition State | Total Quantity |
|---|---|---|
| 1120 - Efflorescence / Rust Staining | CS-2 | 1 |
Channel Soundings
Channel Cross-Section
Benchmark: TOP OF PARAPET WALL · Direction: NDeepest reading 13.4 ft at station 30.
| Assembly Element | Defect Type | Condition State | Total Quantity |
|---|---|---|---|
| Abutments | Crack | CS-2 | 8 |
| Columns | Efflorescence | CS-2 | 1 |
| Deck | Crack | CS-2 | 155 |
| Efflorescence | CS-2 | 30 | |
| Spall/Delam | CS-2 | 46 | |
| Girders | Crack | CS-2 | 6 |
| Exposed Rebar | CS-3 | 2 | |
| Spall/Delam | CS-3 | 4 | |
| Pier Caps | Exposed Rebar | CS-3 | 3 |
| Spall/Delam | CS-3 | 6 |
Certification
This inspection was performed in accordance with the National Bridge Inspection Standards (23 CFR 650 Subpart C) and recorded per the Specifications for the National Bridge Inventory. Element condition states follow the AASHTO Manual for Bridge Element Inspection.
J. Team Leader
Team Leader · Cert. AL-00000
A. Inspector
Inspector · Sep 11, 2026
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