MIL-DTL-28619D
(Application for copies should be addressed to American Society for Testing and Materials,
100 Barr Harbor Drive, Conshohocken, PA 19428-2959.)
AMERICAN WELDING SOCIETY (AWS)
AWS D1.1 - Structural Welding Code, Steel.
(Application for copies should be addressed to the American Welding Society, 550 N.W. LeJeune
Road, Miami, FL 33126.)
STEEL STRUCTURES PAINTING COUNCIL (SSPC)
SSPC SP 10 - Near-White Blast Cleaning.
(Application for copies should be addressed to the Steel Structures Painting Council,
40 24th Street, 6th Floor, Pittsburgh, PA 15222-4643.)
2.4 Order of precedence. In the event of a conflict between the text of this document and the
references cited herein, the text of this document takes precedence. Nothing in this document,
however, supersedes applicable laws and regulations unless a specific exemption has been
obtained.
3. REQUIREMENTS
3.1 First article. When specified (see 6.2), a sample shall be subjected to first article inspection in
accordance with 4.2.
3.2 Materials. Materials used shall be free from defects which would adversely affect the
performance or maintainability of individual components or of the overall assembly. Materials not
specified herein shall be of the same quality used for the intended purpose in commercial practice.
Unless otherwise specified herein, all equipment, material, and articles incorporated in the work
covered by this specification are to be new and fabricated using materials produced from
recovered materials to the maximum extent possible without jeopardizing the intended use. The
term "recovered materials" means materials which have been collected or recovered from solid
waste and reprocessed to become a source of raw materials, as opposed to virgin raw materials.
Unless otherwise specified, none of the above shall be interpreted to mean that the use of used or
rebuilt products is allowed under this specification.
3.3 Design. The anchors shall be designed to have a holding power to weight ratio of 15 to 1 in
mud bottoms and 20 to 1 in sand bottoms. Each class of anchor should be in accordance with
applicable drawings as shown in table I.
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