iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
ASTM

ASTM D5106-22

(Specification)

Standard Specification for Steel Slag Aggregates for Asphalt Paving Mixtures

Standard Specification for Steel Slag Aggregates for Asphalt Paving Mixtures

ABSTRACT
This specification covers crushed steel slag coarse and fine aggregates suitable for use in bituminous paving mixtures. The coarse and fine aggregates shall consist of hard, tough, durable pieces of steel slag, and shall be processed, as necessary, by crushing or screening, or both, and magnetic separation for the removal of metallics. At the time of delivery, the aggregates shall not contain injurious amounts of foreign materials such as clay, loam, wood, tramp metal, unhydrated lime, or other deleterious materials. The physical requirements for which the aggregates shall be tested on and consequently conform to are grading and fineness modulus, polishing characteristics, soundness, degradation, expansion, friable particles, stripping, adherent coatings, crushed count, plasticity index, leaching; and environmental stability.
SCOPE
1.1 This specification covers crushed steel slag coarse and fine aggregates suitable for use in asphalt paving mixtures.  
1.2 Steel slag coarse and fine aggregates are currently being used entirely (Note 1) or combined with other mineral aggregates, such as those covered in Specification D692/D692M or D1073, to produce paving mixtures similar to those described in Specification D3515 or D4215.
Note 1: When 100 % of the coarse aggregate in an asphalt mixture is steel slag, the amount of steel slag fines in that mixture may be limited to prevent bulking.  
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
Note 2: 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 specification references notes and footnotes which 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 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.

General Information

Status
Published
Publication Date
30-Jun-2022
ICS
91.100.15 - Mineral materials and products
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.50 - Aggregate Specifications
Current Stage
Ref Project

Relations

Refers
ASTM C131/C131M-20 - Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine
Effective Date
15-Feb-2020
Refers
ASTM D692/D692M-20 - Standard Specification for Coarse Aggregate for Asphalt Paving Mixtures
Effective Date
01-May-2020

Buy Standard

ASTM D5106-22 - Standard Specification for Steel Slag Aggregates for Asphalt Paving MixturesASTM D5106-22 - Standard Specification for Steel Slag Aggregates for Asphalt Paving Mixtures
PreviousNext
Technical specification
ASTM D5106-22 - Standard Specification for Steel Slag Aggregates for Asphalt Paving Mixtures
English language
3 pages
sale 15% off
Preview
sale 15% off
Preview
REDLINE ASTM D5106-22 - Standard Specification for Steel Slag Aggregates for Asphalt Paving MixturesREDLINE ASTM D5106-22 - Standard Specification for Steel Slag Aggregates for Asphalt Paving Mixtures
PreviousNext
Technical specification
REDLINE ASTM D5106-22 - Standard Specification for Steel Slag Aggregates for Asphalt Paving Mixtures
English language
3 pages
sale 15% off
Preview
sale 15% off
Preview

Standards Content (Sample)

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.
Designation: D5106 −22
Standard Specification for
1
Steel Slag Aggregates for Asphalt Paving Mixtures
This standard is issued under the fixed designation D5106; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope C117 Test Method for Materials Finer than 75-µm (No. 200)
Sieve in Mineral Aggregates by Washing
1.1 This specification covers crushed steel slag coarse and
C125 Terminology Relating to Concrete and Concrete Ag-
fine aggregates suitable for use in asphalt paving mixtures.
gregates
1.2 Steel slag coarse and fine aggregates are currently being
C131/C131M Test Method for Resistance to Degradation of
used entirely (Note 1) or combined with other mineral
Small-Size Coarse Aggregate by Abrasion and Impact in
aggregates, such as those covered in Specification D692/
the Los Angeles Machine
D692M or D1073, to produce paving mixtures similar to those
C136/C136M Test Method for Sieve Analysis of Fine and
described in Specification D3515 or D4215.
Coarse Aggregates
C142/C142M Test Method for Clay Lumps and Friable
NOTE 1—When 100 % of the coarse aggregate in an asphalt mixture is
steel slag, the amount of steel slag fines in that mixture may be limited to
Particles in Aggregates
prevent bulking.
D8 Terminology Relating to Materials for Roads and Pave-
1.3 The values stated in SI units are to be regarded as
ments
standard. No other units of measurement are included in this
D75/D75M Practice for Sampling Aggregates
standard.
D448 Classification for Sizes of Aggregate for Road and
Bridge Construction
NOTE 2—Sieve size is identified by its standard designation in Speci-
D692/D692M Specification for Coarse Aggregate for As-
fication E11. The alternative designation given in parentheses is for
information only and does not represent a different standard sieve size. phalt Paving Mixtures
D1073 Specification for Fine Aggregate for Asphalt Paving
1.4 The text of this specification references notes and
Mixtures
footnotes which provide explanatory material. These notes and
D3319 Practice for the Accelerated Polishing of Aggregates
footnotes (excluding those in tables and figures) shall not be
Using the British Wheel
considered as requirements of the standard.
D3515 Specification for Hot-Mixed, Hot-Laid Bituminous
1.5 This international standard was developed in accor-
3
Paving Mixtures (Withdrawn 2009)
dance with internationally recognized principles on standard-
D3665 Practice for Random Sampling of Construction Ma-
ization established in the Decision on Principles for the
terials
Development of International Standards, Guides and Recom-
D4215 Specification for Cold-Mixed, Cold-Laid Asphalt
mendations issued by the World Trade Organization Technical
Paving Mixtures
Barriers to Trade (TBT) Committee.
D4318 Test Methods for Liquid Limit, Plastic Limit, and
Plasticity Index of Soils
2. Referenced Documents
D4792/D4792M Test Method for Potential Expansion of
2
2.1 ASTM Standards:
Aggregates from Hydration Reactions
C88/C88M Test Method for Soundness of Aggregates by
D4867/D4867M Test Method for Effect of Moisture on
Use of Sodium Sulfate or Magnesium Sulfate
Asphalt Concrete Paving Mixtures
D5711 Test Method for Determining the Adherent Coating
3
on Coarse Aggregates (Withdrawn 2012)
1
D5821 Test Method for Determining the Percentage of
This specification is under the jurisdiction of ASTM Committee D04 on Road
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on
Fractured Particles in Coarse Aggregate
Aggregate Specifications.
E11 Specification for Woven Wire Test Sieve Cloth and Test
Current edition approved July 1, 2022. Published July 2022. Originally approved
Sieves
in 1991. Last previous edition approved in 2015 as D5106 – 15. DOI: 10.1520/
D5106-22.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on The last approved version of this historical standard is referenced on
the ASTM website. www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D5106 − 22
4
2.2 Federal Registrar: 6.1.2 Fractured Particles in Coarse Aggregate—Orders for
SW846 1311 EPA Test Method, Toxicity Characteristic material under this specification shall state the app
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: D5106 − 15 D5106 − 22
Standard Specification for
Steel Slag Aggregates for BituminousAsphalt Paving
1
Mixtures
This standard is issued under the fixed designation D5106; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope
1.1 This specification covers crushed steel slag coarse and fine aggregates suitable for use in bituminousasphalt paving mixtures.
1.2 Steel slag coarse and fine aggregates are currently being used entirely (Note 1) or combined with other mineral aggregates,
such as those covered in Specification D692D692/D692M or D1073, to produce paving mixtures similar to those described in
Specification D3515 or D4215.
NOTE 1—When 100 % of the coarse aggregate in a bituminousan asphalt mixture is steel slag, the amount of steel slag fines in that mixture may be limited
to prevent bulking.
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
NOTE 2—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 specification references notes and footnotes which 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 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C88C88/C88M Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
C117 Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
C125 Terminology Relating to Concrete and Concrete Aggregates
C131C131/C131M Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the
Los Angeles Machine
C136C136/C136M Test Method for Sieve Analysis of Fine and Coarse Aggregates
1
This specification is under the jurisdiction of ASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.50 on Aggregate
Specifications.
Current edition approved June 1, 2015July 1, 2022. Published July 2015July 2022. Originally approved in 1991. Last previous edition approved in 20132015 as
D5106 – 13.D5106 – 15. DOI: 10.1520/D5106-15.10.1520/D5106-22.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D5106 − 22
C142C142/C142M Test Method for Clay Lumps and Friable Particles in Aggregates
D8 Terminology Relating to Materials for Roads and Pavements
D75D75/D75M Practice for Sampling Aggregates
D448 Classification for Sizes of Aggregate for Road and Bridge Construction
D692D692/D692M Specification for Coarse Aggregate for Asphalt Paving Mixtures
D1073 Specification for Fine Aggregate for Asphalt Paving Mixtures
D3319 Practice for the Accelerated Polishing of Aggregates Using the British Wheel
3
D3515 Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures (Withdrawn 2009)
D3665 Practice for Random Sampling of Construction Materials
D4215 Specification for Cold-Mixed, Cold-Laid Asphalt Paving Mixtures
D4318 Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils
D4792D4792/D4792M Test Method for Potential Expansion of Aggregates from Hydration Reactions
D4867/D4867M Test Method for Effect of Moisture on Asphalt Concrete Paving Mixtures
3
D5711 Test Method for Determining the Adherent Coating on Coarse Aggregates (Withdrawn 2012)
D5821 Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate
E11 Specification for Woven Wire Test Sieve Cloth and Test Sieves
4
2.2 Federal Registrar:
SW846 1311 EPA T
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

ASTM
ASTM C1252-23(Test Method)
Standard Test Methods for Uncompacted Void Content of Fine Aggregate (as Influenced by Particle Shape, Surface Texture, and Grading)

SIGNIFICANCE AND USE
5.1 Test Methods A and B provide percent void content determined under standardized conditions which depend on the particle shape and texture of a fine aggregate. An increase in void content by these procedures indicates greater angularity, less sphericity, rougher surface texture, or combinations thereof. A decrease in void content results is associated with more rounded, spherical, or smooth-surfaced fine aggregate, or a combination thereof.  
5.2 Test Method C measures the uncompacted void content of the minus 4.75 mm (No. 4) portion of the as-received material. This void content depends on grading as well as particle shape and texture.  
5.3 The void content determined on the standard graded sample (Test Method A) is not directly comparable with the average void content of the three individual size fractions from the same sample tested separately (Test Method B). A sample consisting of single-size particles will have a higher void content than a graded sample. Therefore, use either one method or the other as a comparative measure of shape and texture, and identify which test method has been used to obtain the reported data. Test Method C does not provide an indication of shape and texture directly if the grading from sample to sample changes.  
5.3.1 The standard graded sample (Test Method A) is most useful as a quick test which indicates the particle shape properties of a graded fine aggregate. Typically, the material used to make up the standard graded sample can be obtained from the remaining size fractions after performing a single sieve analysis of the fine aggregate.  
5.3.2 Obtaining and testing individual size fractions (Test Method B) are more time consuming and require a larger initial sample than using the graded sample. However, Test Method B provides additional information concerning the shape and texture characteristics of individual sizes.  
5.3.3 Testing samples in the as-received grading (Test Method C) may be useful in selecting proportio...
SCOPE
1.1 These test methods cover the determination of the loose, uncompacted void content of a sample of fine aggregate. When measured on any aggregate of a known grading, void content provides an indication of that aggregate's angularity, sphericity, and surface texture compared with other fine aggregates tested in the same grading. When void content is measured on an as-received fine-aggregate grading, it can be an indicator of the effect of the fine aggregate on the workability of a mixture in which it may be used.  
1.2 Three procedures are included for the measurement of void content. Two use graded fine aggregate (standard grading or as-received grading), and the other uses several individual size fractions for void content determinations:  
1.2.1 Standard Graded Sample (Test Method A)—This test method uses a standard fine aggregate grading that is obtained by combining individual sieve fractions from a typical fine aggregate sieve analysis. See the Section 9 for the grading.  
1.2.2 Individual Size Fractions (Test Method B)—This test method uses each of three fine aggregate size fractions: (a) 2.36 mm (No. 8) to 1.18 mm (No. 16); (b) 1.18 mm (No. 16) to 600 μm (No. 30); and (c) 600 μm (No. 30) to 300 μm (No. 50). For this test method, each size is tested separately.  
1.2.3 As-Received Grading (Test Method C)—This test method uses that portion of the fine aggregate finer than a 4.75 mm (No. 4) sieve.  
1.2.4 See the section on Significance and Use for guidance on the method to be used.  
1.3 The values stated in SI units shall be regarded as the standard.  
1.4 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.  
1.5 This international standard was developed in accor...

  • Standard
    6 pages
    English language
    sale 15% off
  • Standard
    6 pages
    English language
    sale 15% off
ASTM
ASTM D7370/D7370M-14(2021)(Test Method)
Standard Test Method for Determination of Relative Density and Absorption of Fine, Coarse, and Blended Aggregate Using Combined Vacuum Saturation and Rapid Submersion

SIGNIFICANCE AND USE
4.1 Relative density (specific gravity) is the characteristic generally used for calculation of the volume occupied by the aggregate in various mixtures containing aggregate, including portland cement concrete, bituminous concrete, and other mixtures that are proportioned or analyzed on an absolute volume basis. Relative density (specific gravity) is also used in the computation of voids in aggregate in Test Method C29/C29M. Relative density (specific gravity) saturated surface dry (SSD) is used if the aggregate is at SSD, that is, if its absorption has been satisfied. Conversely, the relative density (specific gravity) oven dry (OD) is used for computations when the aggregate is dry or assumed to be dry.  
4.2 Apparent density and apparent relative density (apparent specific gravity) pertain to the solid material making up the constituent particles not including the pore space within the particles which is accessible to water.  
4.3 Absorption values are used to calculate the change in the mass of an aggregate due to water absorbed in the pore spaces within the constituent particles, when it is deemed that the aggregate has been in contact with water long enough to satisfy the absorption potential. The laboratory standard for absorption is that obtained after submerging dry aggregate for a prescribed period of time.
Note 1: There are other test methods that have been used and continue to be used to determine these aggregate properties: Test Methods C127 and C128. This test method may result in values for these properties that are close to or divergent from values from other test methods.
Note 2: The quality of the results produced by this standard are dependent upon the competence of the personnel performing the procedure and the capability, calibration, and the maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this ...
SCOPE
1.1 This test method covers the determination of relative density and absorption of fine aggregates by Method A and coarse and blended aggregates by Method B.  
1.2 A multi-laboratory precision and bias statement for coarse and combined aggregate tests in this standard has not been developed at this time. Therefore, this standard should not be used for acceptance or rejection of coarse and combined aggregate materials for purchasing purposes.  
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined. Some values have only SI units because inch-pound equivalents are not used in practice.  
1.4 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.  
1.5 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.

  • Standard
    8 pages
    English language
    sale 15% off
ASTM
ASTM D8021-20(Guide)
Standard Guide for Blast Furnace and Steel Furnace Slag as Produced During the Manufacture of Iron and Steel

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.  
1.3 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) should not be considered as requirements of the specification.  
1.4 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.  
1.5 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.

  • Guide
    4 pages
    English language
    sale 15% off
ASTM
ASTM C1797-23(Specification)
Standard Specification for Ground Calcium Carbonate and Aggregate Mineral Fillers for use in Hydraulic Cement Concrete

ABSTRACT
This specification covers ground calcium carbonate (GCC, a type of ground limestone) and other finely divided aggregate mineral filler (AMF) materials for use in concrete mixtures. It defines the types of GCC and AMF materials for use in concrete. If concrete in service is subject to sulfate exposure, fillers derived from ground limestone should not be used unless mitigation methods are used.
SIGNIFICANCE AND USE
A1.3 Significance and Use
A1.3.1 This test method provides analytical procedures to determine the major chemical constituents of limestone (see Note 1). The percentages of specific constituents that determine a material’s quality or fitness for use are of significance depending upon the purpose or end use of the material. Results obtained may be used in relation to specification requirements.
Note A1.1: This test method can be applied to other calcareous materials if provisions are made to compensate for known interferences.
SCOPE
1.1 This specification applies to ground calcium carbonate (GCC is a type of ground limestone) and other finely divided aggregate mineral filler (AMF) materials for use in concrete mixtures. The specification defines the types of GCC and AMF materials for use in concrete.  
1.2 If concrete in service is subject to sulfate exposure, fillers derived from ground limestone should not be used unless mitigation methods are used.
Note 1: American Concrete Institute (ACI) technical documents 201.2R, 318, 332, and 350 contain useful information and code requirements dealing with sulfate exposure in service. Soluble sulfate in water can be determined in accordance with Test Method D516 or Test Method D4130. Percent sulfate by mass in soil can be determined by Test Method C1580.  
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
Note 2: 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 references notes and footnotes, which provide explanatory information. 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 and health 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.

  • Technical specification
    5 pages
    English language
    sale 15% off
  • Technical specification
    5 pages
    English language
    sale 15% off
ASTM
ASTM D1865/D1865M-09(2023)(Test Method)
Standard Test Method for Hardness of Mineral Aggregate Used on Built-Up Roofs

SIGNIFICANCE AND USE
4.1 This test method measures the resistance to physical breakdown in handling of built-up roofing aggregates.
SCOPE
1.1 This test method covers the determination of hardness of all types of mineral surfacing for use on built-up roofs and is intended to provide an index of their ability to withstand physical breakdown in handling.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
1.3 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.  
1.4 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.

  • Standard
    2 pages
    English language
    sale 15% off
ASTM
ASTM D1864/D1864M-89(2023)(Test Method)
Standard Test Method for Moisture in Mineral Aggregate Used on Built-Up Roofs

SIGNIFICANCE AND USE
4.1 This test method measures the moisture in mineral aggregate required by Specification D1863/D1863M.
SCOPE
1.1 This test method covers the determination of moisture in mineral aggregate for use on built-up roofs.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
1.3 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.  
1.4 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.

  • Standard
    2 pages
    English language
    sale 15% off
ASTM
ASTM C73-23(Specification)
Standard Specification for Calcium Silicate Brick (Sand-Lime Brick)

ABSTRACT
This specification covers brick made principally from sand and lime and intended for use in brick masonry. Two grades of brick are covered: grade SW - brick intended for use where exposed to temperature below freezing in the presence of moisture, grade MW - brick intended for use where exposed to temperature below freezing but unlikely to be saturated with eater. The brick shall conform to the physical requirements for the grade specified, as prescribed. All units shall be sound and free of cracks or other defects that interfere with the proper placement of the unit or significantly impair the strength or permanence of the construction.
SCOPE
1.1 This specification covers brick made principally from sand and lime and intended for use in brick masonry. Two grades of brick are covered:  
1.1.1 Grade SW—Brick intended for use where exposed to temperature below freezing in the presence of moisture.  
Note 1: As a typical example, brick used for foundation courses and parapets in the northeastern quarter of the United States should conform to Grade SW.  
1.1.2 Grade MW—Brick intended for use where exposed to temperature below freezing but unlikely to be saturated with water.  
Note 2: As a typical example, brick exposed in the face of the wall other than parapet or foundations, or brick intended for structures located in regions of the United States characterized by less severe frost action or by drier climate than is found in the northeastern quarter of the United States should conform to Grade MW.  
1.1.3 When the term brick is used in this specification, it is understood to mean brick or solid masonry units.  
1.2 If brick having a particular color, texture, finish, or uniformity is desired, these features shall be specified separately by the purchaser.  
1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.4 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.5 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.

  • Technical specification
    3 pages
    English language
    sale 15% off
  • Technical specification
    3 pages
    English language
    sale 15% off
ASTM
ASTM C119-23(Terminology)
Standard Terminology Relating to Dimension Stone
  • Standard
    8 pages
    English language
    sale 15% off
  • Standard
    8 pages
    English language
    sale 15% off
ASTM
ASTM C279-23(Specification)
Standard Specification for Chemical-Resistant Masonry Units

ABSTRACT
This specification covers chemical-resistant masonry units, specifically, solid kiln fired bricks and tiles made from clay, shale, or mixtures thereof, suitable for indoor and outdoor use in masonry construction subjected to chemical environments. The bricks and tiles are considered to be of three types as follows: Type I, for use where low absorption and high acid resistance are not major factors; Type II, for use where lower absorption and higher acid resistance are required; and Type III, for use where minimum absorption and maximum acid resistance are required. The masonry units shall undergo tests and adhere accordingly to the following physical and chemical requirements: water absorption, warpage, surface texture, size and dimension, flexural strength, modulus of rupture, sulfuric acid solubility, and percent weight loss.
SCOPE
1.1 This specification covers solid, kiln fired brick and tile made from clay, shale, or mixtures thereof, suitable for indoor and outdoor use in masonry construction subjected to chemical environments.  
1.2 The brick and tile covered herein are intended for use in chemical environments where resistance to thermal shock may be a consideration. The brick and tile are normally used with chemical-resistant mortars.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 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.  
1.5 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.

  • Technical specification
    3 pages
    English language
    sale 15% off
  • Technical specification
    3 pages
    English language
    sale 15% off
ASTM
ASTM C410-23(Specification)
Standard Specification for Industrial Floor Brick

ABSTRACT
This specification covers brick made from clay or shale or mixtures thereof and are suitable for surfacing industrial floors. Four types of industrial floor bricks are covered: Types T, H, M, and L. Brick shall conform to the physical requirements for the type specified. Tolerances for deviation of face or edges of individual brick from a plane surface and from a straight line, respectively, shall not exceed the maximum values specified. The brick shall be sampled and tested for modulus of rupture, absorption, measurement of size, and measurement of warpage in accordance with the requirements specified and for chemical resistance in accordance with the sulfuric acid solubility test specified.
SCOPE
1.1 This specification covers brick made from clay or shale or mixtures thereof and are suitable for surfacing industrial floors. Ceramic shapes known as quarry tile are not covered by this specification.  
1.2 The brick covered herein are intended for environments where resistance to chemicals, thermal shock, and/or mechanical shock is required.  
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.  
1.4 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.  
1.5 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.

  • Technical specification
    3 pages
    English language
    sale 15% off
  • Technical specification
    3 pages
    English language
    sale 15% off