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ASTM F1554-07a

Historical Revision

Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

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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 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.


This specification covers the chemical, mechanical, and dimensional requirements, and associated test methods for straight and bent, headed and headless anchor bolts (also known as anchor rods) made of carbon, carbon boron, alloy, or high-strength low-alloy steel and having specified yield strengths. The anchor bolts are furnished in three strength grades, two thread classes, and various sizes, and are intended for anchoring structural supports to concrete foundations such as building columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similar applications. This specification, however, does not cover the requirements for mechanical expansion anchors, powder-activated nails or studs, and anchor bolts fabricated from deformed bars. The bolts shall adhere to specified elemental chemical compositions as examined by heat and product analysis. They shall also be tested for their conformance with mechanical properties such as tensile strength, yield strength, elongation, reduction of area, and stress area. The anchor bolts shall also meet specified values for nominal size, body diameter, bend section, length, bend angle, and coated length.


SDO ASTM: ASTM International
Document Number F1554
Publication Date Dec. 1, 2007
Language en - English
Page Count 9
Revision Level 07a
Supercedes
Committee F16.02
Publish Date Document Id Type View
Dec. 15, 2020 F1554-20 Revision
Sept. 1, 2018 F1554-18 Revision
Dec. 1, 2017 F1554-17E01 Revision
Dec. 1, 2017 F1554-17 Revision
Sept. 1, 2015 F1554-15E02 Revision
Sept. 1, 2015 F1554-15E01 Revision
Sept. 1, 2015 F1554-15 Revision
Dec. 1, 2007 F1554-07AE01 Revision
Dec. 1, 2007 F1554-07A Revision
Aug. 1, 2007 F1554-07 Revision
Aug. 1, 2004 F1554-04E01 Revision
Aug. 1, 2004 F1554-04 Revision
May 10, 1999 F1554-99 Revision