Astm a421 pdf free download

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Published Published March Originally approved in DOI: Mate Material rialss and Manufacture Manufacture 5. It is possible that wire from more than one heat may be used in the manufacture of a reel or reelless pack. Traceability is based on identity of reels or reelless packs as maintained and reported by the manufacturer.

Mechanical Property Requirements 6. Initial loads for the test and minimum yield strengths are listed in Table 2. Minimum Load at 1. It shall be permissible to determine the total elongation value by adding, to the 1. The percent is calculated on the new base length of jaw-to-jaw distance. Dimensions and Permissible Variations Grade [] 0. NOTE 1пїЅThis product is a composite of seven wires and is produced only to meet the prescribed mechanical properties.

All other requirements shall apply. Workmanship, Finish, and Appearance Rejection 8. Slight rusting, provided it is not sufficient to cause pits visible to a person with normal or corrected vision, shall not be cause for rejection.

NOTE 2пїЅGuidance for evaluating the degree of rusting on prestressed concrete strand is presented in Sason. The content of the EDI transmitted document shall meet the requirements of the invoked ASTM standard s and conform to any existing EDI agreement between the purchaser and the manufacturer. Notwithstanding the absence of a signature, the organization submitting the EDI transmission is responsible for the content of the report.

Sampling 9. Any specimen found to contain a wire joint shall be discarded and a new specimen obtained. Number of Tests Inspection Packaging and Package Marking The length of strand on reels or in reelless packs shall be as agreed upon at the time of purchase.

The strand shall be well protected against 4 Sason, A. Each reel or reelless pack shall have two durable tags securely fastened to it showing the length, size, grade, ASTM designation A [AM], and the name of the manufacturer. One tag shall be positioned where it will not be inadvertently lost during transit, such as inside the core of a reelless pack.

Keywords Bond Strength of 0. For any future retests, without changes in the manufacturing method and materials used, three tests shall be considered as adequate. Strand that fails the retests shall not be considered acceptable for use in prestressed ground anchors. Combining values from the two systems may result in non-conformance with the specification.

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Standard Specification for Ready-Mixed Concrete. Requirements for quality of ready-mixed concrete shall be either as stated in this specification or as ordered ASTM D pdf free download.

ASTM D covers procedures for the drop testing of loaded boxes, cylindrical containers, and bags and sacks by the free-fall I'm not sure whether the content of this standard is complete.

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Second Edition. Scope 3. A M пїЅ ; 26 mm diameter, Materials and Manufacture 1. They shall apply only when specified by the pur- 4. The standard sizes and dimen- 1. The values given in parentheses are for information Table 2, respectively. Referenced Documents stress relieved, to produce the prescribed mechanical proper- 2.

Ordering Information bar prescribed in 6. The 3. Published December Originally tions A The average spacing or distance between A The nominal area is determined from the nominal diameter in inches. Values deformations on both sides of the bar shall not exceed seven have been converted from inch-pound units to metric units.

The coupler type A Nominal diameters are for identification only. Values have been converted from shall be provided or designed by the finished-bar manufacturer. B The nominal area is determined from the bar weight less 3. Measurements of Deformations ineffective weight of the deformations. The yield strength shall be deformations on any one side of the bar specimen. A measured determined by either of the methods described in Test Methods length of the bar specimen shall be considered the distance and Definitions A ; however, in the extension under load from a point on a deformation to a corresponding point on any method, the total strain shall be 0.

Determinations shall be based on three measurements length equal to 10 bar diameters. Machined reduced section test 8. All unit stress determinations sional requirements, measurements shall be taken at random shall be based on the nominal area shown in Table 1 or the from one bar from each 30 Mg 33 tons of each lot or fraction effective area shown in Table 2.

The specimens shall be randomly tions on each lot that typical deformation height or spacing selected following the final processing operation.

All tests except product Section 7. No rejection shall be made on the basis of measure- analysis and inspection, shall be made at the place of ments if fewer than ten adjacent deformations on each side of manufacture prior to shipment, unless otherwise specified, and the bar are measured. Permissible Variation in Size or Weight to assure that the material furnished conforms to prescribed 9. Rejection Finish Delivery