What Is Macro Examination?
Macro Examination Procedure
| Step | Action | Details |
|---|---|---|
| 1 | Sectioning | Cut the weld transversely using a band saw or abrasive cutter; avoid overheating |
| 2 | Grinding | Grind the cut face progressively (80-320 grit) to remove saw marks |
| 3 | Polishing | Fine polish to 600 grit or finer for clear etch response |
| 4 | Etching | Apply chemical etchant to reveal weld structure |
| 5 | Examination | View at 1-10x magnification under adequate lighting (>500 lux) |
| 6 | Documentation | Photograph the etched cross-section with scale reference |
Common Etchants
| Etchant | Composition | Application |
|---|---|---|
| Nital (2-10%) | 2-10% nitric acid in ethanol | Carbon steel, low-alloy steel |
| Ammonium persulfate | 10% aqueous solution | Carbon steel (alternative to nital, less hazardous) |
| Aqua regia | HCl + HNO3 (3:1) | Stainless steel, duplex, nickel alloys |
| Marble\u0027s reagent | CuSO4 + HCl + water | Stainless steel, duplex (reveals ferrite/austenite phases) |
| Oxalic acid | 10% aqueous, electrolytic | Austenitic stainless (sensitization test per ASTM A262 Practice A) |
Etching time ranges from 10 seconds to several minutes depending on the etchant strength and material. Over-etching obscures detail; under-etching fails to reveal the fusion boundary.
What the Macro Reveals
| Feature | What to Look For |
|---|---|
| Weld geometry | Root penetration depth, reinforcement height, bead width, throat thickness (fillet welds) |
| Fusion line | Complete fusion between weld passes and between weld and base metal |
| HAZ width | Extent of heat-affected zone (indicates heat input) |
| Bead sequence | Pass stacking, interpass overlap |
| Porosity | Gas pores visible as dark spots |
| Lack of fusion | Dark lines at fusion boundary or between passes |
| Cracks | Linear indications in weld, HAZ, or base metal |
| Undercut | Grooves at weld toe |
| Root concavity/convexity | Root profile shape and dimensions |
Acceptance Criteria
| Code | Application | Key Requirements |
|---|---|---|
| ASME IX QW-183 | Fillet weld procedure qualification | No cracks; complete fusion at root; fillet weld leg size meets drawing requirements |
| ASME IX QW-184 | Fillet weld performance qualification | Same as QW-183; macro from each qualified position |
| AWS D1.1 | Structural welding | Minimum fusion, no cracks, convexity within limits |
| EN ISO 15614-1 | Welding procedure qualification | Acceptance per EN ISO 5817 level B or C as specified |
| ASME B31.3 | Process piping (socket welds) | Minimum 1.5 mm gap at socket bottom; full fillet leg |
When Macro Examination Is Required
| Weld Type | Code Requirement |
|---|---|
| Fillet welds | Mandatory for PQR qualification per ASME IX QW-183 |
| Socket welds | Recommended/required per project spec to verify root gap and throat |
| Branch connections | Per project spec; verifies full penetration at set-on/set-in |
| Overlay/cladding | Verifies minimum overlay thickness and fusion to base metal |
| Groove welds | Optional (typically bend + tensile used instead) |
Macro photographs are attached to the procedure qualification record (PQR) and archived with hardness test results, mill test certificates, and other qualification data per the inspection and test plan.
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