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ASTM C404-97

(Specification)

Standard Specification for Aggregates for Masonry Grout

Standard Specification for Aggregates for Masonry Grout

SCOPE
1.1 This specification covers aggregate for use in grout for masonry.
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.  
1.3 The following precautionary caveat pertains only to the test methods portion, Section 8, of this standard. This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
09-Nov-1997
ICS
91.100.15 - Mineral materials and products
Technical Committee
C12 - Mortars and Grouts for Unit Masonry
Drafting Committee
C12.04 - Specifications for Aggregates for Mortars
Current Stage
Ref Project

Relations

Replaced By
ASTM C404-03 - Standard Specification for Aggregates for Masonry Grout
Effective Date
10-Jun-2003

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ASTM C404-97 - Standard Specification for Aggregates for Masonry Grout
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn. Contact
ASTM International (www.astm.org) for the latest information.
Designation: C 404 – 97
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Specification for
1
Aggregates for Masonry Grout
This standard is issued under the fixed designation C 404; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
3
1. Scope C 144 Specification for Aggregate for Masonry Mortar
3
C 270 Specification for Mortar for Unit Masonry
1.1 This specification covers aggregate for use in grout for
3
C 476 Specification for Grout for Masonry
masonry.
4
D 75 Practice for Sampling Aggregates
1.2 The values stated in SI units are to be regarded as the
D 448 Classification for Sizes of Aggregate for Road and
standard. The values given in parentheses are for information
4
Bridge Construction
only.
1.3 The following precautionary cavet pertains only to the
3. General Characteristics
test methods portion, Section 8 of the standard. This standard
3.1 Aggregates shall consist of natural sand or manufac-
does not purport to address all of the safety concerns, if any,
tured sand, used alone or in combination with coarse aggregate
associated with its use. It is the responsiblity of the user of this
as described in this specification. Manufactured sand is the
standard to establish appropriate safety and health practices
product obtained by crushing stone, gravel, or air-cooled iron
and determine the applicability of regulatory limitations prior
blast-furnace slag. Coarse aggregate shall consist of crushed
to use.
stone, gravel, or air-cooled iron blast-furnace slag specially
2. Referenced Documents processed to assure suitable particle shape as well as gradation.
2.1 ASTM Standards:
4. Grading
2
C 33 Specification for Concrete Aggregates
4.1 Grading shall conform to the requirements in Table 1 or
C 40 Test Method for Organic Impurities in Fine Aggre-
2
shall comply with the requirements of 4.2.
gates for Concrete
C 87 Test Method for Effect of Organic Impurities in Fine
NOTE 1—Size No. 1 is that specified for concrete sand in Specification
2
Aggregate on Strength of Mortar C 33; Size No. 2 is that specified for masonry mortar in Specification
C 144; and Sizes 8 and 89 are standard sizes as given in Specification
C 88 Test Method for Soundness of Aggregates by Use of
2
D 448.
Sodium Sulfate or Magnesium Sulfate
C 117 Test Method for Materials Finer Than 75-μm (No. 4.2 Aggregates of gradations other than those covered by
2
200) Sieve in Mineral Aggregates by Washing
Table 1 are permitted if all of the requirements of 4.2.1, 4.2.2,
2
C 123 Test Method for Lightweight Pieces in Aggregate and 4.2.3 are met.
C 127 Test Method for Specific Gravity and Absorption of 4.2.1 One hundred percent of the fine aggregate shall pass
2
3
Coarse Aggregate
the 9.5–mm( ⁄8-in.) sieve and no more than 5 % natural sand or
C 128 Test Method for Specific Gravity and Absorption of 10 % for manufactured sand shall pass the 75- mm (No. 200)
2
Fine Aggregate
sieve.
C 136 Test Method for Sieve Analysis of Fine and Coarse 4.2.2 One hundred percent of the coarse aggregate shall pass
2
1
Aggregates
the 12.5-mm ( ⁄2-in.) sieve and no more than 5 % shall pass the
C 142 Test Method for Clay Lumps and Friable Particles in 600-μm (No. 30) sieve.
2
Aggregates
4.2.3 The compressive strength of grout shall be specified
and meet the requirements of Specification C 476.
5. Deleterious Substances
1
This specification is under the jurisdiction of ASTM Committee C-12 on
Mortars for Unit Masonry and is the direct responsibility of Subcommittee C12.04
5.1 The amounts of deleterious substances in either fine or
on Specifications for Aggregates for Mortar.
Current edition approved November 10, 1997. Published March 1998. Originally
3
published as C 404 – 57 T. Last previous edition C 404 – 95. Annual Book of ASTM Standards, Vol 04.05.
2 4
Annual Book of ASTM Standards, Vol 04.02. Annual Book of ASTM Standards, Vol 04.03.
1

---------------------- Page: 1 ----------------------
NOTICE:¬This¬standard¬has¬either¬been¬superceded¬and¬replaced¬by¬a¬new¬version¬or¬discontinued.¬
Contact¬ASTM¬International¬(www.astm.org)¬for¬the¬latest¬information.¬
C 404
TABLE 1 Grading Requirements
Amounts Finer than Each Laboratory Sieve (Square Openings), weight %
Fine Aggregate Coarse Aggregate
Sieve Size
Size No. 2
Size No. 1 Size No. 8 Size No. 89
Natural Manufactured
1
12.5-mm ( ⁄2-in.) . . . 100 100
3
9.5-mm ( ⁄8-in.) 100 . . 85 to 100 90 to 100
4.75-mm (No. 4) 95 to 100 100 100 10 to
...

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Standard Specification for Aggregates for Masonry Grout

ABSTRACT
This specification covers aggregates used for masonry grout. Aggregates should consist of either natural or manufactured sand, used alone or in combination with course aggregates. The course aggregates should be made up of crushed stone, gravel, or processed air-cooled iron blast-furnace slag with suitable particle shapes. Both fine and course aggregates should meet the particle size requirements, contain the right amount of deleterious substances and pass the soundness tests. Fine aggregates should be free from injurious amounts of organic impurities.
SCOPE
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1.4 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing

SIGNIFICANCE AND USE
4.1 Material finer than the 75-μm (No. 200) sieve can be separated from larger particles much more efficiently and completely by wet sieving than through the use of dry sieving. Therefore, when accurate determinations of material finer than 75 μm (No. 200) in fine or coarse aggregate are desired, this test method is used on the sample prior to dry sieving in accordance with Test Method C136/C136M. The results of this test method are included in the calculation in Test Method C136/C136M, and the total amount of material finer than 75 μm (No. 200) by washing, plus that obtained by dry sieving the same sample, is reported with the results of Test Method C136/C136M. Usually, the additional amount of material finer than 75 μm (No. 200) obtained in the dry sieving process is a small amount. If it is large, the efficiency of the washing operation should be checked. It could also be an indication of degradation of the aggregate.  
4.2 Plain water is adequate to separate the material finer than 75 μm (No. 200) from the coarser material with most aggregates. In some cases, the finer material is adhering to the larger particles, such as some clay coatings and coatings on aggregates that have been extracted from bituminous mixtures. In these cases, the fine material will be separated more readily with a wetting agent in the water.
SCOPE
1.1 This test method covers the determination of the amount of material finer than a 75-μm (No. 200) sieve in aggregate by washing. Clay particles and other aggregate particles that are dispersed by the wash water, as well as water-soluble materials, will be removed from the aggregate during the test.  
1.2 Two procedures are included, one using only water for the washing operation, and the other including a wetting agent to assist the loosening of the material finer than the 75-μm (No. 200) sieve from the coarser material. Unless otherwise specified, Procedure A (water only) shall be used.  
1.3 The values stated in SI units are to be regarded as the standard. No other units of measurement are included in this standard.
Note 1: Sieve size is identified by its standard designation in Specification E11. The alternative designation given in parentheses is for information only and does not represent a different standard sieve size.  
1.4 The text of this standard refers to notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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SIGNIFICANCE AND USE
4.1 This guide provides guidance as to the appropriate/typical mineralogy observed when iron and steel slag is produced during a variety of processes in the manufacture of iron and steel.  
4.2 Slag can be considered a product based on the mineralogy of samples that are tested using X-ray diffraction, phase recognition and characterization, powdered XRD-Rietveld analysis, and SEM-PARC results, using this guide.
SCOPE
1.1 This standard is intended to provide guidance as to the appropriate/typical mineralogy observed when iron and steel slag, produced during the manufacture of iron and steel, is designated as a product. The included information covers the mineral properties of blast furnace slag and steel slag when they are manufactured in conjunction with the production of iron or steel, or both (Note 1).  
Note 1: This guide is not intended to be used to determine the applicability of iron or steel slag, or both, for various applications. Terminology D8 designates steel slag as a product, while Terminology C125 designates blast furnace slag as a product. Its sole intent is to provide guidance as to the typical mineralogy when the iron or steel slag, or both, is designated as a product.  
1.2 The values stated in SI units are to be regarded as standard. No other units are utilized in this standard.  
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5.2.2 The most common forensic applications of XRD to geological materials are (A) identification or confirmation of a selected phase or fraction of a sample (see 8.12), (B) identification of minerals in the clay-sized fractions of soils (see 8.8), and (C) identification of the phases of the hydrated cement component of concrete or mortar.  
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5.3.1 Comprehensive criteria for forensic comparisons of geological material integrating multiple analytical methods and provenance estimations (see 11.4) are ...
SCOPE
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SCOPE
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SCOPE
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