ASTM F1554-04
(Specification)Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength
Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength
SCOPE
1.1 This specification covers straight and bent, headed and headless, carbon, carbon boron, alloy, or high-strength low-alloy steel anchor bolts. The anchor bolts are furnished in three strength grades, two thread classes, and in the sizes specified in Section 4.
1.2 The anchor bolts are intended for anchoring structural supports to concrete foundations. Such structural supports include building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications.
1.3 Supplementary requirements are included to provide for Grade 55 weldable steel, permanent manufacturers and grade identification, and impact properties for Grades 55 and 105.
1.4 Zinc coating requirements are included in Section 7 for applications requiring corrosion protection.
1.5 The recommended grade and style of nut and washer are included in 6.6 and 6.7 for each grade.
1.6 This specification does not cover the requirements for mechanical expansion anchors, powder-activated nails or studs, or anchor bolts fabricated from deformed bar.
1.7 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
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Standards Content (Sample)
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Designation: F 1554 – 04
Standard Specification for
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Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength
This standard is issued under the fixed designation F1554; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
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e NOTE—Section S1.5.1 was editorially corrected in March 2007.
1. Scope* Nuts for Bolts for High-Pressure or High-Temperature
Service, or Both
1.1 This specification covers straight and bent, headed and
A370 TestMethodsandDefinitionsforMechanicalTesting
headless, carbon, carbon boron, alloy, or high-strength low-
of Steel Products
alloy steel anchor bolts (also known as anchor rods). The
A563 Specification for Carbon and Alloy Steel Nuts
anchor bolts are furnished in three strength grades, two thread
A673/A673M Specification for Sampling Procedure for
classes, and in the sizes specified in Section 4.
Impact Testing of Structural Steel
1.2 The anchor bolts are intended for anchoring structural
A 751 Test Methods, Practices, and Terminology for
supports to concrete foundations. Such structural supports
Chemical Analysis of Steel Products
include building columns, column supports for highway signs,
B695 Specification for Coatings of Zinc Mechanically
street lighting and traffic signals, steel bearing plates, and
Deposited on Iron and Steel
similar applications.
D3951 Practice for Commercial Packaging
1.3 Supplementary requirements are included to provide for
F436 Specification for Hardened Steel Washers
Grade 55 weldable steel, permanent manufacturers and grade
F606 Test Methods for Determining the Mechanical Prop-
identification, and impact properties for Grades 55 and 105.
erties of Externally and Internally Threaded Fasteners,
1.4 Zinc coating requirements are included in Section 7 for
Washers, and Rivets
applications requiring corrosion protection.
2.2 Research Council on Structural Connections Stan-
1.5 Therecommendedgradeandstyleofnutandwasherare
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dard:
included in 6.6 and 6.7 for each grade.
Specification for Structural Joints Using ASTM A325 or
1.6 This specification does not cover the requirements for
A490 Bolts
mechanical expansion anchors, powder-activated nails or
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2.3 ANSI/ASME Standards:
studs, or anchor bolts fabricated from deformed bar.
B1.1 Unified Screw Threads
1.7 Thevaluesstatedininch-poundunitsaretoberegarded
B1.3 Screw Thread Gaging Systems for Dimensional Ac-
as the standard. The values given in parentheses are for
ceptability
information only.
B18.2.2 Square and Hex Nuts
2. Referenced Documents
B18.18.2M Inspection and Quality Assurance for High
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Volume Machine Assembly Fasteners
2.1 ASTM Standards:
A153/A153M SpecificationforZincCoating(Hot-Dip)on
3. Terminology
Iron and Steel Hardware
3.1 Definitions of Terms Specific to This Standard:
A194/A194M Specification for Carbon and Alloy Steel
3.1.1 anchor bolt—steel rod or bar, one end of which is
intended to be cast in concrete, while the opposite end is
threaded and projects from the concrete, for anchoring other
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This specification is under the jurisdiction of ASTM Committee F16 on
materialtotheconcrete.Theendcastinconcretemaybeeither
Fasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts,
straightorprovidedwithananchorsuchasabenthook,forged
Nuts, Rivets and Washers.
Current edition approved Aug. 1, 2004. Published August 2004. Originally
approved in 1994. Last previous edition approved in 1999 as F1554–99.
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For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from Research Council on Structural Connections, c/o Industrial
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Fasteners Institute, 1717 East 9th Street, Cleveland, OH 44114.
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Standards volume information, refer to the standard’s Document Summary page on Available fromAmerican National Standards Institute (ANSI), 25 W. 43rd St.,
the ASTM website. 4th Floor, New York, NY 10036.
*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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F1554–04
head,oratappedorweldedattachmenttoresistforcesimposed 5.1.10 Number of washers, either the total number or
on the anchor bolt, as required. number per bolt, and dimensions if other than standard.
5.1.11 Inspection at place of manufacture, if required (see
3.1.2 manufacturer—manufacturer of the anchor bolt; the
party that performs the cutting, bending, and threading opera- 15.1).
5.1.12 Color coding, if different from the standard in 19.1.
tions.
5.1.13 Test rep
...
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