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GuidePublished 14 Aug 20269 min readBy Kevin JoginMaterialsMaterials EngineeringThe Testing Hierarchy for Weld QualityStandard Test Methods for Steel Castings

Engineering · Materials · Materials Engineering

Material Testing and Verification in Manufacturing: The Testing Hierarchy for Weld Quality

Engineering handbook for material testing and verification in manufacturing, covering the testing hierarchy for weld quality, standard test methods for steel...

Executive summary

This handbook section converts the supplied engineering material into a practical, source-controlled reference. It concentrates on the following learning outcomes.

The Testing Hierarchy for Weld Quality
Standard Test Methods for Steel Castings
Heat-Resistant and Corrosion-Resistant Cast Steels — Reference Data
Heat-Resistant Steel Castings (ASTM A297-81)
Ductile Cast Iron Grades (ASTM A536-80)
Pearlitic Malleable Iron Castings (ASTM A220-79)

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:

  1. Visual Testing (VT) — Performed on 100% of all welds. This is the baseline. Every weld gets visual inspection before any other method is applied.

  2. Surface Methods (PT or MT) — Applied when surface-breaking defects are the concern. MT for ferromagnetic materials; PT for everything else.

  3. 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.

  4. Leak Testing (LT) — Applied to pressure-containing assemblies after welding and other NDT are complete.

  5. 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:

  1. 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.

  2. 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.

  3. 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.

  4. Incoming material verification included hardness testing and, for critical applications, tensile testing of witness coupons from the same heat of material.

  5. 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.

Engineering use and verification

Material selection must connect function, load, environment, manufacturing route, condition and verification. Specify the grade and condition rather than only a material family; check anisotropy, temperature, corrosion, fatigue and joining effects; then define the certificate or test evidence needed at receipt. Values in reference tables are screening inputs, not substitutes for the controlled material specification or project-specific design allowables.

  • Confirm scope, assumptions, interfaces and required outcome.
  • Use one controlled unit system and show every conversion.
  • Identify current project, customer and regulatory requirements.
  • Separate source examples from mandatory acceptance criteria.
  • Check calculations, tables and selections by an independent method.
  • Verify safety, maintainability and credible failure modes.
  • Record evidence, revisions, approvals and unresolved limitations.
  • Validate the result under representative operating conditions.

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