AWS D1.1:2020 · Table 6.1

Visual Inspection Report Template — Auto-Generated

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Table 6.1 Pre-Loaded

All 8 visual acceptance criteria auto-loaded for your joint type and service category. No looking up the code for every inspection.

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Print-Ready PDF

One-click print to PDF with your shop logo and inspector signature block. Court-admissible format with clause references.

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Statically & Cyclically Loaded

Undercut and porosity limits differ by service category. IronKit shows the correct limits and flags violations automatically.

AWS D1.1 Table 6.1

What Visual Inspection Requires

AWS D1.1 Section 6.9 mandates visual inspection of all welds before any other NDT. Every structural weld must be checked against all applicable Table 6.1 criteria.

The 8 Visual Acceptance Criteria

  1. Crack Prohibition — Any crack in weld metal, HAZ, or base metal is a rejection. No exceptions.
  2. Weld/Base Metal Fusion — Complete fusion required. No visible lack of fusion at any weld pass or toe.
  3. Crater Cross Section — All craters must be filled to the required weld cross-section before termination.
  4. Weld Profile (Fig. 5.4) — Convexity, concavity, and overlap limits per AWS Figure 5.4. Overlap (cold lap) is always rejected.
  5. Weld Size Under-Run — Maximum 1/16″ under-run, provided it is not continuous for more than 2″ in any 12″.
  6. Undercut — Statically loaded: ≤ 1/32″ for t ≤ 1″, ≤ 1/16″ for t > 1″. Cyclically loaded: ≤ 1/32″ regardless of thickness.
  7. Porosity — Groove Welds — Statically loaded: max 3/8″ diameter per 12″. Cyclically loaded: no visible porosity within 3/8″ of weld face.
  8. Porosity — Fillet Welds — Statically loaded: max 3/8″ diameter. Cyclically loaded: no visible porosity.
Statically vs. Cyclically Loaded

Service Category Affects Acceptance Limits

Two criteria — undercut and porosity — have stricter limits for cyclically loaded structures. When in doubt, apply the cyclic limits.

Statically Loaded

  • Buildings, columns, frames, platforms
  • Undercut: ≤ 1/32″ (t ≤ 1″) or ≤ 1/16″ (t > 1″)
  • Porosity (groove): max 3/8″ dia. in 12″
  • Porosity (fillet): max 3/8″ diameter

Cyclically Loaded / Seismic

  • Crane runways, bridges, seismic SFRS
  • Undercut: ≤ 1/32″ regardless of thickness
  • Porosity (groove): no visible porosity in 3/8″ of face
  • Porosity (fillet): no visible porosity
How It Works

From weld data to signed report in minutes

1

Enter Project Metadata

Project name, location, contractor, inspector name and AWS cert number, WPS reference, base metal, and filler metal.

2

Select Joint Type & Service Category

Groove, fillet, PJP, or CJP. Statically loaded, cyclically loaded, or tubular. Acceptance limits adjust automatically.

3

Add Welds with Pass/Fail

Add each weld ID with length, size, and position. Mark each Table 6.1 criterion pass, fail, or N/A. Add notes to rejected items.

4

Generate & Print

Click Generate. Get a formatted report with per-weld results table, overall disposition, CWI findings narrative, and print-ready PDF with signature block.

FAQ

Frequently Asked Questions

Does this replace a paper inspection form?
Yes. IronKit generates the same information a paper form captures — project header, inspector credentials, weld-by-weld pass/fail table, summary counts, and overall disposition — in a consistent, printable format. The output is saved to your account so you can pull it up later without digging through paper files. Your inspector name and cert number save automatically between sessions.
What does AWS D1.1 require for visual inspection documentation?
AWS D1.1 Clause 6.1 requires documented visual inspection results. At minimum, records should include: project identification, date, weld identification, acceptance or rejection for each criterion, inspector identification and certification, and a disposition statement. IronKit's report includes all of these fields. The report is formatted so the inspector can sign the printed PDF to certify the inspection per the contract requirements.
Can I customize the report with my shop's logo?
Yes. Paid IronKit subscribers can add their business name, address, phone, license number, and logo to all generated documents — including inspection reports — through the Business Profile settings. The logo appears in the printed PDF header, making the report look professional and branded for your clients and GCs.
Does this work for AWS D1.6 (stainless) or AWS D1.2 (aluminum)?
This checklist uses AWS D1.1 Table 6.1 criteria for structural carbon and low-alloy steel welds. AWS D1.6 (stainless structural) and AWS D1.2 (aluminum structural) have separate visual acceptance criteria. If you're doing stainless or aluminum structural work, consult the applicable code's visual inspection table for the correct acceptance limits. The project metadata fields and weld entry format are the same regardless.

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