ASTM F1554-04e1
(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 (also known as anchor rods). The anchor bolts are furnished in three strength grades, two thread classes, and in the sizes specified in Section .
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 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)
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
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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* A563 Specification for Carbon and Alloy Steel Nuts
A673/A673M Specification for Sampling Procedure for
1.1 This specification covers straight and bent, headed and
Impact Testing of Structural Steel
headless, carbon, carbon boron, alloy, or high-strength low-
A 751 Test Methods, Practices, and Terminology for
alloy steel anchor bolts (also known as anchor rods). The
Chemical Analysis of Steel Products
anchor bolts are furnished in three strength grades, two thread
B695 Specification for Coatings of Zinc Mechanically
classes, and in the sizes specified in Section 4.
Deposited on Iron and Steel
1.2 The anchor bolts are intended for anchoring structural
D3951 Practice for Commercial Packaging
supports to concrete foundations. Such structural supports
F436 Specification for Hardened Steel Washers
include building columns, column supports for highway signs,
F606 Test Methods for Determining the Mechanical Prop-
street lighting and traffic signals, steel bearing plates, and
erties of Externally and Internally Threaded Fasteners,
similar applications.
Washers, Direct Tension Indicators, and Rivets
1.3 Supplementary requirements are included to provide for
2.2 Research Council on Structural Connections Stan-
Grade 55 weldable steel, permanent manufacturers and grade
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dard:
identification, and impact properties for Grades 55 and 105.
Specification for Structural Joints Using ASTM A325 or
1.4 Zinc coating requirements are included in Section 7 for
A490 Bolts
applications requiring corrosion protection.
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2.3 ASME Standards:
1.5 Therecommendedgradeandstyleofnutandwasherare
B1.1 Unified Screw Threads
included in 6.6 and 6.7 for each grade.
B1.3 Screw Thread Gaging Systems for Dimensional Ac-
1.6 This specification does not cover the requirements for
ceptability
mechanical expansion anchors, powder-activated nails or
B18.2.2 Square and Hex Nuts
studs, or anchor bolts fabricated from deformed bar.
B18.18.2M Inspection and Quality Assurance for High
1.7 Thevaluesstatedininch-poundunitsaretoberegarded
Volume Machine Assembly Fasteners
as the standard. The values given in parentheses are for
information only.
3. Terminology
2. Referenced Documents 3.1 Definitions of Terms Specific to This Standard:
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3.1.1 anchor bolt—steel rod or bar, one end of which is
2.1 ASTM Standards:
intended to be cast in concrete, while the opposite end is
A153/A153M SpecificationforZincCoating(Hot-Dip)on
threaded and projects from the concrete, for anchoring other
Iron and Steel Hardware
materialtotheconcrete.Theendcastinconcretemaybeeither
A194/A194M Specification for Carbon and Alloy Steel
straightorprovidedwithananchorsuchasabenthook,forged
Nuts for Bolts for High-Pressure or High-Temperature
head,oratappedorweldedattachmenttoresistforcesimposed
Service, or Both
on the anchor bolt, as required.
A370 TestMethodsandDefinitionsforMechanicalTesting
3.1.2 manufacturer—manufacturer of the anchor bolt; the
of Steel Products
party that performs the cutting, bending, and threading opera-
tions.
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This specification is under the jurisdiction of ASTM Committee F16 on
3.1.3 producer—manufacturer of the steel rods or bars.
Fasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts,
Nuts, Rivets and Washers.
Current edition approved Aug. 1, 2004. Published August 2004. Originally
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approved in 1994. Last previous edition approved in 1999 as F1554–99. Available from Research Council on Structural Connections, c/o Industrial
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For referenced ASTM standards, visit the ASTM website, www.astm.org, or Fasteners Institute, 1717 East 9th Street, Cleveland, OH 44114.
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contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Available from American Society of Mechanical Engineers (ASME), ASME
Standards volume information, refer to the standard’s Document Summary page on International Headquarters, Three Park Ave., New York, NY 10016-5990, http://
the ASTM website. www.asme.org.
*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
3.1.4 purchaser—purchaser of the finished anchor bolt, or 5.1.13 Test reports, if required (see 17.1).
his designated agen
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