Mobile Photo Documentation App
Capture photos of defects directly on site using the mobile app, then import them into the concrete condition report for seamless documentation.
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Assess concrete durability and document defects including cracking, spalling, and carbonation with this comprehensive online template. Add measurements, photos, and recommendations.
Start creating your concrete condition report now
Take photos of the object in the mobile app, complete the inspection report from the template, and download the finished photo report as Word or PDF.
Capture photos of defects directly on site using the mobile app, then import them into the concrete condition report for seamless documentation.
Mobile AppComplete the document from this template: sections, fields, photo documentation, and signatures.
Use the photo report generator to create a professional photo annex with captions and annotations, complementing the concrete condition report.
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Review the structure, sections, and fields before proceeding to fill out the document.
No.CCR-2026-0714
The inspection was conducted in accordance with the applicable standards and regulations for building inspections.
| Inspection date | 7/14/2026 | Address | 20 Bridge Street, Cardiff CF10 2EE |
The general condition of the walls was assessed and the results are presented in this report.
The object of inspection is the walls of the building located at [address].
| Object Type | Column | Object ID | Column C-05 |
| Overall Condition | not filled in | Age (if known) | 1/1/2005 |
The identification data of the inspected walls are provided above.
The main parameters of the walls, including dimensions, materials, and structural characteristics, were determined based on design documentation and on-site measurements.
| Concrete Class | C30/37 | Age | 2005 |
The main parameters of the walls were verified and are listed above.
Additional parameters such as thermal insulation properties, fire resistance, and acoustic performance were evaluated based on available data and visual inspection.
| Cover Depth: 35 | Carbonation Depth: 12 |
| Crack Width: 0.4 |
The additional parameters of the walls are recorded above.
The technical condition of the walls was assessed through visual inspection and non-destructive testing methods.
The overall condition of the walls is described above, with any noted issues.
All visible damages, including cracks, spalling, and moisture stains, were documented during the inspection.
| No. | Damage description | Photos |
|---|---|---|
| 1 | - | not filled in |
| 2 | - | not filled in |
The damages identified are listed above.
Provide overall condition rating and recommended actions.
| Identification was carried out | Element: Column C-05, Type: Concrete column |
| There are remarks | Column shows moderate carbonation depth and minor cracking. Cover depth adequate. |
List the materials engineer and structural engineer involved.
| No. | Full name | Position / status | Comment |
|---|---|---|---|
| 1 | Dr. Emily Stone | Materials Engineer | Lead inspector |
| 2 | James Reed | Structural Engineer | Reviewed findings |
Capture signatures of the inspector and reviewer to confirm the report.
Report
A concrete condition report is a structured document used to record the condition of concrete elements such as walls, columns, beams, and slabs. It captures defects like cracking, spalling, corrosion, and water ingress, along with quantitative measurements like crack width, cover depth, and carbonation depth.
This online template provides a complete framework for concrete condition surveys, including sections for inspection identification, object details, findings, measurements, photos, conclusions, and signatures. It helps ensure consistent and thorough documentation.
The template includes fields for defect type, severity, location, and description, as well as measurements for crack width, crack length, cover depth, carbonation depth, half-cell potential, rebound hammer value, and spall depth. Photo evidence and signatures are also supported.
Use this report to assess the long-term durability of concrete structures, identifying areas at risk of deterioration and planning preventive maintenance.
When cracks, spalling, or other defects are observed, this template helps document each finding systematically, supporting repair decisions and prioritization.
Engineers can use this report as part of a broader structural evaluation, combining visual inspection with test results to determine the overall condition of concrete elements.
During construction or after completion, this report can be used to verify that concrete meets specified standards and to document any non-conformances.
Facility managers can maintain a record of concrete condition over time, tracking deterioration and planning rehabilitation or replacement.
The report may serve as supporting evidence in insurance claims or legal disputes related to concrete defects, providing a detailed record of findings.
Begin with a thorough visual inspection of the concrete element, noting any visible defects such as cracks, spalling, or corrosion.
Measure the concrete cover depth over reinforcement using a cover meter to assess protection against corrosion.
Perform a carbonation depth test using a phenolphthalein indicator to determine the depth of carbonation front.
Conduct half-cell potential measurements to evaluate the corrosion activity of reinforcement.
Compile all findings, measurements, and photos into the report template, add conclusions and recommendations, and obtain signatures.
Use the photo report generator to create a professional photo annex with captions and annotations, complementing the concrete condition report.
Create Photo ReportCapture photos of defects directly on site using the mobile app, then import them into the concrete condition report for seamless documentation.
Mobile AppClick a section to jump to it in the sample document.
The inspection was conducted in accordance with the applicable standards and regulations for building inspections.
The object of inspection is the walls of the building located at [address].
The main parameters of the walls, including dimensions, materials, and structural characteristics, were determined based on design documentation and on-site measurements.
Additional parameters such as thermal insulation properties, fire resistance, and acoustic performance were evaluated based on available data and visual inspection.
The technical condition of the walls was assessed through visual inspection and non-destructive testing methods.
All visible damages, including cracks, spalling, and moisture stains, were documented during the inspection.
Provide overall condition rating and recommended actions.
List the materials engineer and structural engineer involved.
Capture signatures of the inspector and reviewer to confirm the report.
The report supports recording defects such as cracking, spalling, corrosion, deflection, water ingress, settlement, and abrasion. Each defect can be described with type, severity, location, and measurements.
The template includes fields for crack width, crack length, cover depth, carbonation depth, half-cell potential, rebound hammer value, and spall depth. These measurements help quantify the condition of the concrete.
Yes, the template includes a photo section where you can attach images of defects and the overall element. Photos are essential for visual evidence and can be linked to specific findings.
The report is typically signed by the inspector (e.g., materials engineer) and a reviewer (e.g., structural engineer). Signatures confirm the accuracy of the findings and recommendations.
Yes, the template is designed for various concrete elements including walls, columns, beams, and slabs. It can be adapted for different structures by specifying the object type and relevant parameters.
Enter inspection details and generate a ready-to-download document.