ASTM A829/A829M-04

Standard Specification for Alloy Structural Steel Plates

SCOPE
1.1 This specification covers structural quality alloy steel plates.
1.2 The plates are usually specified to chemical composition requirements, but tensile properties may also be specified.
1.2.1 When tensile properties are required, the specific requirements must be compatible with the chemical composition, condition, and plate thickness.
1.3 The plates are available in the following four conditions:
1.3.1 Condition AR--As rolled (hot rolled),
1.3.2 Condition A--Annealed,
1.3.3 Condition N--Normalized, and
1.3.4 Condition NT--Normalized and tempered.
1.4 The plates are available in the following three forms:
1.4.1 Form I--Rectangular,
1.4.2 Form II--Circular and semi-circular, and
1.4.3 Form III--Sketch, including rings.
1.5 The plates are available in the following five edge categories:
1.5.1 Edge 1--Mill edge,
1.5.2 Edge 2--Universal mill edge,
1.5.3 Edge 3--Sheared edge,
1.5.4 Edge 4--Gas cut edge, and
1.5.5 Edge 5--Special cut edge.
1.6 The plates are available in the following seven finishes:
1.6.1 Finish 1--As rolled (hot rolled),
1.6.2 Finish 2--Blast cleaned,
1.6.3 Finish 3--Blast cleaned and oiled,
1.6.4 Finish 4--Pickled,
1.6.5 Finish 5--Pickled and oiled,
1.6.6 Finish 6--Painted, one prime coat, and
1.6.7 Finish 7--Painted, one prime coat and one finish coat.
1.6.8 The plates are usually specified to have Finish 1.
1.7 Supplementary requirements are provided for additional requirements that may be specified on the order.
1.8 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X 3 of Specification A6/A6M for information on weldability.
1.9 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.

General Information

• Status: Historical
• Publication Date: 29-Feb-2004
• ICS: 77.140.50 - Flat steel products and semi-products
• Technical Committee: A01 - Steel, Stainless Steel and Related Alloys
• Drafting Committee: A01.02 - Structural Steel for Bridges, Buildings, Rolling Stock and Ships

Relations

• Replaces: ASTM A829/A829M-00 - Standard Specification for Alloy Structural Steel Plates
• Effective Date: 01-Mar-2004
• Replaced By: ASTM A829/A829M-06 - Standard Specification for Alloy Structural Steel Plates
• Effective Date: 01-Sep-2006
• Referred By: ASTM A786/A786M-15(2021) - Standard Specification for Hot-Rolled Carbon, Low-Alloy, High-Strength Low-Alloy, and Alloy Steel Floor Plates
• Effective Date: 01-Mar-2004
• Referred By: ASTM A6/A6M-22 - Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling
• Effective Date: 01-Mar-2004

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: A 829/A 829M – 04
Standard Specification for
1
Alloy Structural Steel Plates
This standard is issued under the fixed designationA 829/A 829M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope* use or service will be utilized. See Appendix X 3 of Specifi-
cation A 6/A 6M for information on weldability.
1.1 This specification covers structural quality alloy steel
1.9 The values stated in either inch-pound units or SI units
plates.
are to be regarded as standard. Within the text, the SI units are
1.2 Theplatesareusuallyspecifiedtochemicalcomposition
shown in brackets. The values stated in each system are not
requirements, but tensile properties may also be specified.
exact equivalents; therefore, each system must be used inde-
1.2.1 When tensile properties are required, the specific
pendentlyoftheother.Combiningvaluesfromthetwosystems
requirements must be compatible with the chemical composi-
may result in nonconformance with the specification.
tion, condition, and plate thickness.
1.3 Theplatesareavailableinthefollowingfourconditions:
2. Referenced Documents
1.3.1 Condition AR—As rolled (hot rolled),
2
2.1 ASTM Standards:
1.3.2 Condition A—Annealed,
A 6/A6M Specification for General Requirements for
1.3.3 Condition N—Normalized, and
Rolled Structural Steel Bars, Plates, Shapes, and Sheet
1.3.4 Condition NT—Normalized and tempered.
Piling
1.4 The plates are available in the following three forms:
1.4.1 Form I—Rectangular,
3. Ordering Information
1.4.2 Form II—Circular and semi-circular, and
3.1 Orders for plates under this specification should include
1.4.3 Form III—Sketch, including rings.
the following information:
1.5 The plates are available in the following five edge
3.1.1 ASTM designation and year of issue.
categories:
3.1.2 Grade (see 5.1) or chemical composition (see 5.2).
1.5.1 Edge 1—Mill edge,
3.1.3 Tensile properties, if required (see Section 6).
1.5.2 Edge 2—Universal mill edge,
3.1.4 Coarse austenitic grain size, if required (see 4.1).
1.5.3 Edge 3—Sheared edge,
3.1.5 Condition (see 1.3).
1.5.4 Edge 4—Gas cut edge, and
3.1.6 Form (see 1.4).
1.5.5 Edge 5—Special cut edge.
3.1.7 Edge, if other than Edge 3 or 4 (see 4.3).
1.6 The plates are available in the following seven finishes:
3.1.8 Finish (see 1.6).
1.6.1 Finish 1—As rolled (hot rolled),
3.1.9 Dimensions of plate.
1.6.2 Finish 2—Blast cleaned,
3.1.10 Limitations on repair by welding, if any (see 4.5.2).
1.6.3 Finish 3—Blast cleaned and oiled,
3.1.11 Supplementary Requirements, if any, including all
1.6.4 Finish 4—Pickled,
the additional information called for in the Supplementary
1.6.5 Finish 5—Pickled and oiled,
Requirements.
1.6.6 Finish 6—Painted, one prime coat, and
1.6.7 Finish7—Painted, one prime coat and one finish coat.
4. Materials and Manufacture
1.6.8 The plates are usually specified to have Finish 1.
4.1 The steel shall be made to fine grain practice, unless
1.7 Supplementary requirements are provided for additional
coarse austenitic grain size is specified in the purchase order.
requirements that may be specified on the order.
4.2 The plates shall be furnished in the condition specified
1.8 When the steel is to be welded, it is presupposed that a
in the purchase order.
welding procedure suitable for the grade of steel and intended
4.2.1 Plates specified to be furnished in a heat-treated
condition shall be heated to a suitable temperature at or above
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This specification is under the jurisdiction of ASTM Committee A01 on Steel,
2
Stainless Steel, and RelatedAlloys and is the direct responsibility of Subcommittee For referenced ASTM standards, visit the ASTM website, www.astm.org, or
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock, and Ships. contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
Current edition approved March 1, 2004. Published April 2004. Originally Standards volume information, refer to the standard’s Document Summary page on
approved in 1984. Last previous edition approved in 2000 as A 829/A 829M – 00. the ASTM website.
*A Summary of Changes section appears at the end of this standard.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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A 829/A 829M – 04
the upper critical temperature, but not exceeding 1700°F A 6/A 6M, for the ordered material, unless a conflict exists in
[925°C], held a sufficient length of time to attain essentially which case this specificatio
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