Report

Embankment Inspection Report

Create a comprehensive embankment inspection report online. Document slope, crest, and toe conditions, defects, and seepage observations with photo attachments.

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The full inspection cycle — in one service

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.

1

Mobile Photo Documentation App

Capture embankment photos on-site with the mobile app and add them directly to your inspection report.

Mobile App
2

Inspection report

Complete the document from this template: sections, fields, photo documentation, and signatures.

3

Photo Report Generator

Use the photo report generator to attach overview and close-up photos of slopes, crest, and toe areas.

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Report

Document Preview

Review the structure, sections, and fields before proceeding to fill out the document.

Embankment Inspection Report

No.EM-2026-0047

1. General Information

The general information about the inspection, including date, location, and purpose, is provided below.

Inspection date7/14/2026 AddressFolsom Dam, Folsom, CA 95630
Basis for inspectionAnnual embankment stability inspection
Expert Dr. Karen Wu , Geotechnical Engineer

The inspection was carried out within the scheduled timeframe and no procedural issues were encountered.

2. Object of Inspection

The inspected dam is identified by its name, location, and type, as per the official registry.

Object typeEmbankment Object nameFolsom Dam Main Embankment
Technical conditionnot filled in

The dam's identification data matches the records in the registry.

3. Main Parameters

The main parameters of the dam, such as height, crest length, and reservoir capacity, were determined from design documentation and verified by measurements.

Embankment typeEarthfill Embankment height45
Embankment length1200 Year constructed1956

The measured parameters are consistent with the design values within acceptable tolerances.

4. Inspection Conditions

The overall condition of the dam was evaluated through visual inspection and non-destructive testing methods.

Inspection conditions are not selected.

The dam is in satisfactory condition, with no immediate safety concerns identified.

5. Defects Found

List defects found on slopes, crest, and toe with details and photos.

No.Damage descriptionPhotos
1-not filled in
2-not filled in

6. Additional Information

Provide overall condition assessment and recommended actions.

Identification was carried outEmbankment zones identified by station markers
There are remarksUpstream slope shows minor erosion. Downstream slope has animal burrows. Crest condition is good. Toe drainage functioning properly.

7. Inspection Participants

List the inspection team members and their roles.

No.Full namePosition / statusComment
1Dr. Karen WuGeotechnical EngineerLead inspector
2Tom BakerField TechnicianAssisted with measurements

Signatures

Signatures of the inspector and reviewer.

______________________________
Dr. Karen Wu, Geotechnical Engineer
______________________________
Dr. Karen Wu
______________________________
Tom Baker

Report

Purpose and Procedure for Drafting the Document

What is an Embankment Inspection Report?

This report is used to assess the condition of embankments, focusing on slope stability, erosion, seepage, and structural integrity. It includes separate sections for upstream and downstream slopes, crest, toe, and drainage systems.

Key Sections of the Report

The report covers inspection identification, embankment details, slope inspection, crest inspection, toe and drainage inspection, defects found, observations, conclusions, and signatures.

Why Use an Online Template?

An online template provides a structured format for recording detailed inspections of multiple embankment zones. You can easily add repeatable entries and attach photos for each area.

Dam Safety Inspections

Geotechnical engineers use this report during periodic dam safety inspections to evaluate embankment condition.

Levee Monitoring

The report is used to monitor levee stability and identify potential failure modes.

Maintenance Planning

Findings help prioritize repair actions such as erosion control or seepage remediation.

Emergency Response

After extreme events, the report documents post-event condition and guides emergency repairs.

  1. 1

    Review Geotechnical Data

    Start by reviewing geotechnical reports, construction records, and previous inspection findings.

  2. 2

    Field Inspection

    Inspect slopes, crest, toe, and drainage systems for erosion, sloughing, seepage, animal burrows, and cracks.

  3. 3

    Seepage Monitoring

    Measure and record any seepage flows, turbidity, or temperature anomalies.

  4. 4

    Report Preparation

    Compile all findings, photos, and recommendations into the embankment inspection report.

Photo Report Generator

Use the photo report generator to attach overview and close-up photos of slopes, crest, and toe areas.

Create Photo Report

Mobile Photo Documentation App

Capture embankment photos on-site with the mobile app and add them directly to your inspection report.

Mobile App

Document Sections

Click a section to jump to it in the sample document.

General Information

The general information about the inspection, including date, location, and purpose, is provided below.

Object of Inspection

The inspected dam is identified by its name, location, and type, as per the official registry.

Main Parameters

The main parameters of the dam, such as height, crest length, and reservoir capacity, were determined from design documentation and verified by measurements.

Inspection Conditions

The overall condition of the dam was evaluated through visual inspection and non-destructive testing methods.

Defects Found

List defects found on slopes, crest, and toe with details and photos.

Additional Information

Provide overall condition assessment and recommended actions.

Inspection Participants

List the inspection team members and their roles.

Signatures

Signatures of the inspector and reviewer.

Document Fields and Columns

General Information

Inspection date
Date of the embankment inspection.
Address
Location of the embankment.
Basis for inspection
Reason or authority for the inspection.
Expert
Name of the specialist conducting the inspection.

Object of Inspection

Object type
Type of object (e.g., embankment).
Object name
Name or identifier of the embankment.
Technical condition
Current technical condition of the embankment.

Defects Found

No.
Sequential number of the defect.
Element
Embankment part (e.g., upstream slope, crest).
Defect
Type of defect (e.g., erosion, sloughing).
Localization
Specific location (e.g., station, elevation).
Repair type
Impact of the defect.
Photos
Photographs of the defect.
Damage description
Detailed description of the defect.
Repair
Recommended repair action.

Inspection Participants

No.
Sequential number.
Full name
Name of the participant.
Position / status
Role or title of the participant.
Comment
Additional comments.

Frequently Asked Questions about Photo Reports and Photo Tables

What types of embankment defects can be recorded?

The template supports erosion, sloughing, seepage, animal burrows, cracking, vegetation overgrowth, piping, and sinkholes. You can select from predefined defect types.

How are slope inspections documented?

Slope inspections are documented with separate entries for upstream and downstream faces, including condition, defects, and photos.

Can I attach photos of defects?

Yes, the template includes photo collection fields for slopes, crest, toe, and individual defects. Photos are conditionally required for moderate or higher severity defects.

Who typically signs the report?

The inspector (geotechnical engineer) and a reviewer sign the report to confirm the findings.

How do I start using this template?

Click 'Use this template' to open the online editor. Fill in the inspection details, add slope and defect entries, and generate your report.

Create Your Document Online

Enter inspection details and generate a ready-to-download document.