The Tool Desk
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Construction bolt markings identify important information, such as a structural bolt’s grade and manufacturer, but they do not prove that the bolt is suitable for a particular connection. To identify one correctly, read its head mark alongside the project documents and the applicable specification; then confirm details such as type, size, thread length, coating and required documentation.
What can a construction bolt-head marking tell you?
For a structural bolt, the head mark can help identify its grade and manufacturer, and it may include a type designation. In the United States, familiar examples include the ASTM F3125 grades A325 and A490. The mark is an identification clue—not a complete description of the bolt, its installation, or the connection it can serve.
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Connecticut DOT’s Form 818 describes A325 and A490 head markings as identifying the grade, manufacturer and type when required. It also says marks may be raised or depressed and must remain visible after coating when a coating is required. Read the Connecticut DOT Form 818 as an example of a public-works specification, not as a substitute for the specification governing your own job.
A mark does not, by itself, tell you every dimension, coating, thread detail or quality-assurance requirement that applies. Nor does seeing a familiar grade name prove that a bolt is the one called for on the drawings. Before accepting or installing hardware, compare its identification and supporting records with the project’s requirements.
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How do I identify a structural bolt from its markings?
Start with the grade and any type designation that can be read on the head, and use them to check the bolt against the project specification. Do not try to identify a structural bolt by a single symbol or by a strength figure alone.
- Locate and record the marks. Inspect the bolt head for raised or depressed symbols. Record what is legible without assuming that an incomplete or unfamiliar mark means a particular grade.
- Check the specified standard and grade. Compare the marking with the structural-bolt designation on the drawings, purchase documents or project specification. ASTM F3125/F3125M is the umbrella specification for high-strength structural bolts; it includes A325, A490 and other grades.
- Check type and other specified details. Confirm any required type, size, style and coating against the documents. AISC lists these among the details to include when ordering structural bolts, with coating specified when applicable.
- Check the bolt itself and its records. The head mark does not establish every requirement for the complete assembly. Match the supplied hardware to the project documents and review required material certifications or test reports. AISC notes that structural-fastener orders should include test reports.
- Resolve any mismatch before use. If the mark is unreadable, the designation is unexpected, or the records do not agree with the specification, do not treat the bolt as verified on appearance alone. Ask the responsible project professional or supplier to resolve the discrepancy using traceable documentation.
The sequence matters: identify what the mark says, then verify what the project requires. A grade name is not a field measurement of strength, and a recognizable mark cannot answer whether the bolt’s size, thread arrangement, coating or assembly is suitable for a given connection.
What do A325 and A490 mean?
A325 and A490 are familiar structural-bolt grade names within ASTM F3125. The specification consolidated earlier separate structural-bolt specifications while retaining those grade names. That history explains why older drawings or records may refer to a standalone A325 or A490 specification even though current structural-bolt requirements may be written under ASTM F3125/F3125M.
The grade name is only one part of the requirement. AISC’s bolting FAQ says structural-bolt orders should specify grade, type, size, style and coating when applicable, and include test reports. Use the project’s governing specification and documents to determine which of those requirements apply; do not infer them from the letters and numbers on the head.
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AISC’s 2019 commentary gives ASTM F3125 Grade A325 a minimum tensile strength of 120 ksi (830 MPa). This is a minimum specified tensile-strength value in that standard context—not a result from testing a particular bolt on site, and not by itself a connection-design value. It should not be used as a shortcut to approve a bolt or select a connection.
The cited material does not provide a comparable A490 tensile figure for this explanation, so no number should be inferred here. If a design or acceptance decision depends on a strength property, consult the governing edition of the standard and project documents rather than relying on a summary of head markings.
Can SAE Grade 5 or Grade 8 replace A325 or A490?
No. AISC says SAE J429 Grade 5 and Grade 8 bolts are not acceptable substitutes for ASTM F3125 A325 and A490 structural bolts, respectively, even though AISC describes their strength properties as equivalent.
The reason is that strength is not the whole specification. AISC explains that the structural specifications control additional dimensions and quality-assurance requirements. A bolt that appears to offer a similar strength property may still fail to meet the dimensional, manufacturing or verification requirements for the structural connection.
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When a substitution is proposed, do not decide based on a grade number or strength comparison. Refer the request to the project’s responsible design professional and follow the governing contract and specification process. The original design documents—not visual similarity—determine what hardware is acceptable.
What does the “T” in A325T mean?
In the cited AISC explanation, “T” indicates the fully threaded option for A325 bolts, subject to a length limit: A325 bolts up to four times their diameter may use this option. The thread location matters because the design must account for threads in the shear plane.
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This is not just a marking variation to disregard when replacing a bolt. A fully threaded bolt may place threads where a connection design would otherwise treat the shank differently. AISC specifically warns that design must use the strength values applicable when threads are included in the shear plane. Check the specified bolt and design assumptions before accepting an A325T in a connection designed for another thread arrangement.
Do not infer that every A325 bolt is fully threaded, or that the “T” changes the bolt into a separate strength grade. Confirm the applicable specification, bolt length and connection requirements in the project documents.
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How do coating and bolt type affect identification?
Coating requirements depend on the bolt grade and the governing specification. The Research Council on Structural Connections’ 2014 specification excerpt says A325 bolts may be galvanized, while A490 bolts may not be galvanized or receive the zinc applications it describes. Because that document is a 2014 edition, treat it as historical explanatory material and verify the current standard and project requirements before specifying or accepting a coating.
The excerpt also distinguishes structural-bolt marks and shows Type 1 and Type 3 designations. Those historical examples can help explain why a type mark may appear, but they should not be treated as a complete guide to current markings or current acceptance rules. Requirements can depend on the applicable edition and the project specification.
Coating is not merely cosmetic. It is a specified attribute that must be compatible with the bolt requirements for the connection. Confirm the required finish before ordering, and check that any coating has not obscured required identification. Connecticut DOT’s Form 818, for example, states that markings must remain visible after coating where coating is required.
Independent reader supportYour contribution helps us test, update, and keep practical guides available for everyone.What should I verify before ordering or accepting structural bolts?
Use the project documents as the source of truth. A head mark can support identification, but procurement and acceptance require matching the supplied hardware and records to the specified assembly.
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- Standard and grade: Verify the governing standard and the stated grade, such as the specified ASTM F3125 grade.
- Type and style: Confirm any type or style requirements rather than assuming the mark supplies the full order description.
- Size and thread details: Check dimensions and thread arrangement, including whether a fully threaded option is specified or affects the shear plane.
- Coating: Confirm that the specified coating is permitted for the grade under the current governing requirements.
- Assembly and documentation: Match the supplied components and required certifications or test reports to the project’s requirements.
- Mark visibility: Ensure required head identification remains readable after any coating.
If sourcing A325 structural bolts, use the exact designation from the drawings and purchase documents as the selection criteria. An online product description or a familiar-looking head stamp is not evidence that a listing meets a project specification. If grade, type, size, finish or assembly details are missing or conflict, resolve them with the project’s responsible professional before purchase or installation.
Why is a bolt mark not enough to approve a connection?
A connection’s requirements extend beyond the identity stamped on an individual bolt. The specified standard, grade, type, dimensions, thread position, coating, matched assembly and quality-assurance provisions may all matter. The project documents establish which requirements apply, while required certification or test reports help substantiate that supplied hardware meets them.
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That distinction prevents a common error: treating a visible grade name or a supposedly equivalent strength value as universal approval. The stamp helps answer “What is this bolt identified as?” It does not answer “Does this bolt meet every requirement for this connection?” Make that second determination from the applicable specification and project records.
What about metric property-class markings?
This guide focuses on the U.S. structural-bolt examples supported by the cited sources. It does not decode metric property-class markings such as 8.8 or 10.9, or claim that those classes are equivalent to A325 or A490. If a project specifies metric fasteners, use the applicable metric standard and the project’s engineering documents rather than converting by a familiar-looking number.
Frequently Asked Questions
Does an A325 marking mean the bolt has been individually tested to 120 ksi?
No. The 120 ksi (830 MPa) figure is the minimum tensile strength specified for A325 in the AISC commentary’s cited standard context, not a report of an individual bolt’s field test. For acceptance, use the required project documentation and verification process.
What should I do if the bolt-head mark is missing or unreadable?
Do not identify the bolt by appearance or assume it meets the project requirement. Set the hardware aside and ask the supplier or responsible project professional to establish its identity from traceable records before it is used.
Can I treat a metric 8.8 bolt as equivalent to A325?
Not on the basis of the marking alone. Metric property classes require their applicable standards and project requirements; the sources cited here do not establish a direct equivalence to A325.

