The Testing Hierarchy for Weld Quality
In practice, most welding codes and specifications call for a layered approach to inspection. Here is the hierarchy the practitioner learned to apply:
Visual Testing (VT) — Performed on 100% of all welds. This is the baseline. Every weld gets visual inspection before any other method is applied.
Surface Methods (PT or MT) — Applied when surface-breaking defects are the concern. MT for ferromagnetic materials; PT for everything else.
Volumetric Methods (RT or UT) — Applied when internal soundness must be verified. The choice between RT and UT depends on the defect type of greatest concern, the joint geometry, and the applicable code.
Leak Testing (LT) — Applied to pressure-containing assemblies after welding and other NDT are complete.
Proof Testing (PRT) — The final demonstration of structural adequacy, performed after all fabrication and inspection are complete.
Standard Test Methods for Steel Castings
Steel castings undergo their own specific battery of tests, defined by standards from ASTM, SAE, the Association of American Railroads (AAR), the American Bureau of Shipping (ABS), and Federal authorities.
Standard test methods for steel castings include:
Mechanical tests:
- Tensile testing (UTS, yield, elongation, reduction of area)
- Hardness testing (Brinell, Rockwell)
- Impact testing (Charpy or Izod, where specified)
Nondestructive tests:
- Visual examination
- Liquid penetrant testing
- Magnetic particle testing
- Radiographic testing
- Ultrasonic testing
Personnel and procedure qualifications:
- Testing of qualifications of welding procedures
- Testing of qualifications of welding personnel
These standards provide guidance for carbon and alloy cast steels, high-alloy cast steels, and centrifugally cast steel pipe. They cover not only the testing methods but also the acceptance criteria, specimen preparation, and reporting requirements.
Heat-Resistant and Corrosion-Resistant Cast Steels — Reference Data
Heat-Resistant Steel Castings (ASTM A297-81)
| Grade | Nominal Composition | Tensile Strength Min. (ksi / MPa) | Yield Strength 0.2% Min. (ksi / MPa) | Elongation Min. (%) |
|---|---|---|---|---|
| HF | 19 Cr, 9 Ni | 70 / 485 | 35 / 240 | 25 |
| HH | 25 Cr, 12 Ni | 75 / 515 | 35 / 240 | 10 |
| HI | 28 Cr, 15 Ni | 70 / 485 | 35 / 240 | 10 |
| HK | 25 Cr, 20 Ni | 65 / 450 | 35 / 240 | 10 |
| HE | 29 Cr, 9 Ni | 85 / 585 | 40 / 275 | 9 |
| HT | 15 Cr, 35 Ni | 65 / 450 | — | 4 |
| HU | 19 Cr, 39 Ni | 65 / 450 | — | 4 |
| HW | 12 Cr, 60 Ni | 60 / 415 | — | — |
| HX | 17 Cr, 66 Ni | 60 / 415 | — | — |
| HC | 28 Cr | 55 / 380 | — | — |
Ductile Cast Iron Grades (ASTM A536-80)
| Grade | Min. Tensile Strength (psi) | Min. 0.2% Yield Strength (psi) | Min. Elongation in 2 in. (%) | Microstructure | Heat Treatment |
|---|---|---|---|---|---|
| 60-40-18 | 60,000 | 40,000 | 18 | Ferritic | May be annealed |
| 65-45-12 | 65,000 | 45,000 | 12 | Mostly ferritic | As-cast or annealed |
| 80-55-06 | 80,000 | 55,000 | 6 | Ferritic/pearlitic | As-cast |
| 100-70-03 | 100,000 | 70,000 | 3 | Mostly pearlitic | May be normalized |
| 120-90-02 | 120,000 | 90,000 | 2 | Martensitic | Oil quenched & tempered |
Grade nomenclature decoded: The three numbers represent minimum tensile strength (in thousands of psi), minimum 0.2% yield strength (in thousands of psi), and minimum elongation in 2 inches (percent). Grade 60-40-18 = 60,000 psi tensile, 40,000 psi yield, 18% elongation.
Pearlitic Malleable Iron Castings (ASTM A220-79)
| Grade | 40010 | 45008 | 45006 | 50005 | 60004 | 70003 | 80002 | 90001 |
|---|---|---|---|---|---|---|---|---|
| Min. Tensile (1000s psi) | 60 | 65 | 65 | 70 | 80 | 85 | 95 | 105 |
| Min. Yield (1000s psi) | 40 | 45 | 45 | 50 | 60 | 70 | 80 | 90 |
| Min. Elong. in 2 in. (%) | 10 | 8 | 6 | 5 | 4 | 3 | 2 | 1 |
Improvement method and result
the practitioner returned to her shop and rebuilt the quality assurance program from the foundation up.
What changed:
Every welder's qualification test now included NDT. No one passed until their test coupons cleared both RT and bend testing per the applicable code.
Every engineering drawing was reviewed for NDT callouts before the first arc was struck. If the shop could not perform a specified test, they either acquired the capability or subcontracted to a qualified inspection firm.
NDT symbols became part of the shop's vocabulary. Welders, fitters, and supervisors all learned to read the basic testing symbols on drawings—not just the weld symbols.
Incoming material verification included hardness testing and, for critical applications, tensile testing of witness coupons from the same heat of material.
A layered inspection approach was adopted: VT on 100% of all welds, MT or PT on critical joints, RT or UT where specified by the code or customer.
The result? The next time a third-party inspector visited, the practitioner's shop received zero nonconformance reports. Not because the welds were perfect—no shop produces perfect welds 100% of the time—but because every imperfection had already been found and repaired before the inspector arrived.
The Hard-Facing Connection — Testing Material Deposits
When hard-facing materials are applied to components for wear, corrosion, or heat resistance, testing the deposited material is just as critical as testing the base material.
Hardness of Common Hard-Facing Deposits
| Alloy Category | Designation | As-Deposited Hardness (HRC) | Key Service Property |
|---|---|---|---|
| High-speed steels | RFe5 / EFe5 | 55–60 | Wear resistance to 1100°F |
| Austenitic manganese steel | EFeMn | 170–230 HB (work hardens to 450–550 HB) | Impact resistance |
| Austenitic high-chromium iron | RFeCr-A / EFeCr-A | 51–62 | Low-stress scratch abrasion |
| Cobalt-base alloy (CoCr-A) | RCoCr / ECoCr | 38–47 (gas welded) | Corrosion & heat resistance |
| Cobalt-base alloy (CoCr-C) | RCoCr / ECoCr | 48–58 (gas welded) | Abrasion resistance |
| Nickel-chromium-boron (NiCr-A) | RNiCr / ENiCr | 35–40 (rod) / 24–35 (electrode) | Metal-to-metal wear |
| Nickel-chromium-boron (NiCr-C) | RNiCr / ENiCr | 56–62 (rod) / 35–56 (electrode) | Corrosion resistance |
| Copper-aluminum bronze (CuAl) | — | — | Bearing service, corrosion |
Why electrode deposits are softer: The lower hardness values and greater hardness ranges of electrode deposits compared to rod deposits are attributed to dilution of the deposit by the base metal. The greater the dilution, the lower the hardness.
Hot Hardness Behavior
Many hard-facing materials lose hardness at elevated temperatures, and this behavior must be tested if the component will operate at high temperatures:
- High-speed steel deposits: Hardness of 60 HRC drops very slowly to 47 HRC at 1100°F. At about 1200°F, maximum hardness falls to 30 HRC.
- Cobalt-base alloys (CoCr): These are exceptional—they exhibit lower hardness when hot but return to their approximate original hardness upon cooling. Elevated-temperature strength and hardness retention are outstanding properties of this group.
- Austenitic high-chromium iron: At 900°F, instantaneous hardness is 43 HRC. Under a 3-minute load, it drops to 37 HRC. At 1200°F, instantaneous hardness drops to 5 HRC. However, the decrease is practically recovered on cooling to ambient temperatures.
The Austenitic Manganese Steel Paradox — When Testing Reveals Unexpected Behavior
One of the most fascinating materials in the testing world is austenitic manganese cast steel (Hadfield steel), because it behaves in ways that seem to defy the normal rules.
In the as-cast condition, this material is quite brittle—the opposite of what you might expect from its in-service reputation for toughness.
After proper heat treatment (heating to 1830–1940°F and quenching in cold water), the mechanical properties transform dramatically:
| Property | Value |
|---|---|
| Tensile Strength | 80,000–100,000 psi |
| Shear Strength (single shear) | 84,000 psi |
| Elongation in 2 in. | 15–35% |
| Reduction of Area | 15–35% |
| Brinell Hardness (as quenched) | 180–220 |
Here is the paradox: When the surface is cold worked in service—by repeated impact, abrasion, or compressive loading—the Brinell hardness of the surface climbs to 450–550. The bulk material remains tough and ductile while the surface becomes extraordinarily hard.
This work-hardening behavior makes austenitic manganese steel ideal for:
- Rock-crushing equipment
- Railway frogs and crossings
- Impact-wear components
And it makes testing critical. The as-cast material must be properly heat treated and verified by hardness and tensile testing before it goes into service. An un-heat-treated casting will fail catastrophically in impact service.
Your Testing Decision Flowchart
┌──────────────────┐
│ START: What do │
│ you need to │
│ know? │
└────────┬─────────┘
│
┌──────────────┼──────────────┐
▼ ▼
┌────────────────┐ ┌────────────────┐
│ Material │ │ This specific │
│ capability? │ │ part's quality?│
│ (DESTRUCTIVE) │ │ (NDT) │
└───────┬────────┘ └───────┬────────┘
│ │
┌────────┼────────┐ ┌──────────┼──────────┐
▼ ▼ ▼ ▼ ▼ ▼
Tensile Hardness Impact Surface Internal Leak
Test Test Test Defects? Defects? Tight?
│ │ │ │ │ │
│ │ │ ┌────┴────┐ ┌──┴──┐ │
│ │ │ ▼ ▼ ▼ ▼ ▼
│ │ │ Ferro- Non- Planar Volu- LT
│ │ │ magnetic? ferro? flaws? metric?
│ │ │ │ │ │ │
│ │ │ ▼ ▼ ▼ ▼
│ │ │ MT PT UT RT
│ │ │
▼ ▼ ▼
UTS,YS HB,HRC Charpy/
Elong. HV Izod
The Universal Takeaway
the practitioner's story is not unique. Every fabrication shop, every manufacturing facility, every engineering team eventually faces the moment when their testing program is put to the real test—not by a third-party inspector, but by service conditions that do not negotiate.
Materials testing is not a checkbox on a quality form. It is the engineering discipline that stands between a successful component and a catastrophic failure.
Here is what you take away from this guide:
Every test has a purpose. VT, PT, MT, RT, UT, ET, AET, LT, PRT, NRT—each detects specific types of defects in specific materials under specific conditions. No single test catches everything.
The symbols are the language. If you cannot read NDT symbols on an engineering drawing per ANSI/AWS 2.4-79, you cannot fabricate to the drawing's requirements. Period.
Destructive and nondestructive testing work together. Destructive tests establish material capability. NDT verifies that specific parts meet that capability.
Testing is an investment, not an expense. The cost of a radiograph is trivial compared to the cost of a field failure. The cost of a hardness test is trivial compared to the cost of a counterfeit fastener failing in a critical joint.
The hierarchy matters. Visual testing first. Always. Then surface methods. Then volumetric methods. Then system-level tests. Each layer catches what the previous layer missed.
What's Your Next Step?
If you are building a testing program, start by mapping every product you make to the applicable code requirements and the NDT methods those codes demand.
If you are an engineer specifying tests on drawings, learn the ANSI/AWS 2.4-79 symbol system until you can write symbols without looking them up.
If you are evaluating a fabrication shop's capabilities, ask them one question: "Walk me through your inspection hold points for this assembly, and tell me which NDT methods you apply at each hold point."
The answer will tell you everything you need to know about whether they are building to hope—or building to certainty.
What is the most critical inspection failure you have witnessed or prevented? Share your experience.
This guide is a comprehensive reference designed to remain valid for decades. All mechanical property data references ASTM, SAE, and ANSI/AWS standards. All NDT symbol conventions follow ANSI/AWS 2.4-79. Bookmark this page—you will need it again.
