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ASTM C1222-23

(Practice)

Standard Practice for Evaluation of Laboratories Testing Hydraulic Cement

Standard Practice for Evaluation of Laboratories Testing Hydraulic Cement

SIGNIFICANCE AND USE
4.1 The testing of hydraulic cement is an important element in obtaining quality construction. A testing laboratory must be selected with care.  
4.2 A testing laboratory shall be deemed qualified to perform and report the results of its tests if the laboratory meets the requirements of this practice.  
4.3 This practice provides guidance for evaluating the organization, personnel, facilities, and quality systems of the laboratory. This practice may be supplemented by criteria and requirements for particular projects.
SCOPE
1.1 This practice covers the technical training and experience of laboratory testing personnel and identifies the minimum technical requirements for laboratory equipment used in testing of hydraulic cement as prescribed by ASTM.  
1.2 This practice provides minimum criteria for evaluating the capability of a laboratory to perform chemical or physical tests listed in the various specifications on hydraulic cement (see Note 1).  
Note 1: Relevant hydraulic cement specifications are Specifications C91/C91M, C150/C150M, C595/C595M, C845/C845M, and C1157/C1157M.  
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this 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.

General Information

Status
Published
Publication Date
31-Dec-2022
ICS
71.040.10 - Chemical laboratories. Laboratory equipment
91.100.10 - Cement. Gypsum. Lime. Mortar
Technical Committee
C01 - Cement
Drafting Committee
C01.95 - Coordination of Standards
Current Stage
Ref Project

Relations

Refers
ASTM C185-20 - Standard Test Method for Air Content of Hydraulic Cement Mortar
Effective Date
01-Apr-2020
Refers
ASTM C305-20 - Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency
Effective Date
15-Jul-2020
Refers
ASTM C219-20a - Standard Terminology Relating to Hydraulic and Other Inorganic Cements
Effective Date
01-Aug-2020
Refers
ASTM C219-20 - Standard Terminology Relating to Hydraulic and Other Inorganic Cements
Effective Date
01-Apr-2020

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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: C1222 − 23
Standard Practice for
1
Evaluation of Laboratories Testing Hydraulic Cement
This standard is issued under the fixed designation C1222; 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* C114 Test Methods for Chemical Analysis of Hydraulic
Cement
1.1 This practice covers the technical training and experi-
C125 Terminology Relating to Concrete and Concrete Ag-
ence of laboratory testing personnel and identifies the mini-
gregates
mum technical requirements for laboratory equipment used in
C150/C150M Specification for Portland Cement
testing of hydraulic cement as prescribed by ASTM.
C151/C151M Test Method for Autoclave Expansion of Hy-
1.2 This practice provides minimum criteria for evaluating
draulic Cement
the capability of a laboratory to perform chemical or physical
C185 Test Method for Air Content of Hydraulic Cement
tests listed in the various specifications on hydraulic cement
Mortar
(see Note 1).
C187 Test Method for Amount of Water Required for Nor-
NOTE 1—Relevant hydraulic cement specifications are Specifications
mal Consistency of Hydraulic Cement Paste
C91/C91M, C150/C150M, C595/C595M, C845/C845M, and C1157/
C191 TestMethodsforTimeofSettingofHydraulicCement
C1157M.
by Vicat Needle
1.3 The values stated in SI units are to be regarded as
C204 Test Methods for Fineness of Hydraulic Cement by
standard. No other units of measurement are included in this
Air-Permeability Apparatus
standard.
C219 Terminology Relating to Hydraulic and Other Inor-
1.4 This standard does not purport to address all of the
ganic Cements
safety concerns, if any, associated with its use. It is the
C230/C230M Specification for Flow Table for Use in Tests
responsibility of the user of this standard to establish appro-
of Hydraulic Cement
priate safety, health, and environmental practices and deter-
C266 Test Method for Time of Setting of Hydraulic-Cement
mine the applicability of regulatory limitations prior to use.
Paste by Gillmore Needles
1.5 This international standard was developed in accor-
C305 Practice for Mechanical Mixing of Hydraulic Cement
dance with internationally recognized principles on standard-
Pastes and Mortars of Plastic Consistency
ization established in the Decision on Principles for the
C430 Test Method for Fineness of Hydraulic Cement by the
Development of International Standards, Guides and Recom-
45-µm (No. 325) Sieve
mendations issued by the World Trade Organization Technical
C451 Test Method for Early Stiffening of Hydraulic Cement
Barriers to Trade (TBT) Committee.
(Paste Method)
C490/C490M Practice for Use of Apparatus for the Deter-
2. Referenced Documents
mination of Length Change of Hardened Cement Paste,
2
2.1 ASTM Standards:
Mortar, and Concrete
C91/C91M Specification for Masonry Cement
C511 Specification for Mixing Rooms, Moist Cabinets,
C109/C109M Test Method for Compressive Strength of
Moist Rooms, and Water Storage Tanks Used in the
Hydraulic Cement Mortars (Using 2-in. or [50 mm] Cube
Testing of Hydraulic Cements and Concretes
Specimens)
C595/C595M Specification for Blended Hydraulic Cements
C845/C845M Specification for Expansive Hydraulic Ce-
ment
1
This practice is under the jurisdiction ofASTM Committee C01 on Cement and
C1005 Specification for Reference Masses and Devices for
is the direct responsibility of Subcommittee C01.95 on Coordination of Standards.
DeterminingMassandVolumeforUseinPhysicalTesting
Current edition approved Jan. 1, 2023. Published January 2023. Originally
of Hydraulic Cements
approved in 1991. Last previous edition approved in 2021 as C1222 – 21. DOI:
10.1520/C1222-23.
C1157/C1157M Performance Specification for Hydraulic
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Cement
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
C1506 Test Method for Water Retention of Hydraulic
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. Cement-Based Mortars and Plasters
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1222 − 23
E4 Practices for Force Calibration and Verification of Test- 4.2 A testing laboratory shall be deemed qualified to per-
ing Machines form and report the results of its tests if the labora
...

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: C1222 − 21 C1222 − 23
Standard Practice for
1
Evaluation of Laboratories Testing Hydraulic Cement
This standard is issued under the fixed designation C1222; 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 practice covers the technical training and experience of laboratory testing personnel and identifies the minimum technical
requirements for laboratory equipment used in testing of hydraulic cement as prescribed by ASTM.
1.2 This practice provides minimum criteria for evaluating the capability of a laboratory to perform chemical or physical tests
listed in the various specifications on hydraulic cement (see Note 1).
NOTE 1—Relevant hydraulic cement specifications are Specifications C91/C91M, C150/C150M, C595/C595M, C845/C845M, and C1157/C1157M.
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C91/C91M Specification for Masonry Cement
C109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50 mm] Cube Specimens)
C114 Test Methods for Chemical Analysis of Hydraulic Cement
C125 Terminology Relating to Concrete and Concrete Aggregates
C150/C150M Specification for Portland Cement
C151/C151M Test Method for Autoclave Expansion of Hydraulic Cement
C185 Test Method for Air Content of Hydraulic Cement Mortar
C187 Test Method for Amount of Water Required for Normal Consistency of Hydraulic Cement Paste
C191 Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
C204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
C219 Terminology Relating to Hydraulic and Other Inorganic Cements
C230/C230M Specification for Flow Table for Use in Tests of Hydraulic Cement
1
This practice is under the jurisdiction of ASTM Committee C01 on Cement and is the direct responsibility of Subcommittee C01.95 on Coordination of Standards.
Current edition approved Jan. 1, 2021Jan. 1, 2023. Published February 2021January 2023. Originally approved in 1991. Last previous edition approved in 20192021 as
C1222 – 19a.C1222 – 21. DOI: 10.1520/C1222-21.10.1520/C1222-23.
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.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1222 − 23
C266 Test Method for Time of Setting of Hydraulic-Cement Paste by Gillmore Needles
C305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency
C430 Test Method for Fineness of Hydraulic Cement by the 45-μm (No. 325) Sieve
C451 Test Method for Early Stiffening of Hydraulic Cement (Paste Method)
C490/C490M Practice for Use of Apparatus for the Determination of Length Change of Hardened Cement Paste, Mortar, and
Concrete
C511 Specification for Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic
Cements and Concretes
C595/C595M Specification for Blended Hydraulic Cements
C845/C845M Specification for Expansive Hydraulic Cement
C1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in Physical Testing of
Hydraulic Cements
C1157/C1157M Performance Specification for Hydraulic Cement
C1506 Test Method for Water Retention of Hydraulic Cement-Based Mortars and Plasters
E4 P
...

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1.1 This guide is intended to determine the relative environmental influence of new substances, consistent with the research and development (R&D) level of effort and is intended to be applied in a logical, tiered manner that parallels both the available funding and the stage of research, development, testing, and evaluation. Specifically, conservative assumptions, relationships, and models are recommended early in the research stage, and as the technology is matured, empirical data will be developed and used. Munition constituents are included and may include propellants, oxidizers, explosives, binders, stabilizers, metals, dyes, and other compounds used in the formulation to produce a desired effect. Munition systems range from projectiles, grenades, rockets/missiles, training simulators, to smokes and obscurants. Given the complexity of issues involved in the assessment of environmental fate and effects and the diversity of the systems used, this guide is broad in scope and not intended to address every factor that may be important in an environmental context. Rather, it is intended to reduce uncertainty at minimal cost by considering the most important factors related to human health and environmental impacts of energetic materials. This guide provides an outline for collecting data useful in a relative ranking procedure to provide the systems scientist with a sound basis for prospectively determining a selection of candidates based on environmental and human health criteria. The general principles in this guide are applicable to substances other than energetics if intended to be used in a similar manner with similar exposure profiles.  
1.2 The scope of this guide includes:  
1.2.1 Energetic and other new/novel materials and compositions in all stages of research, development, test and evaluation.  
1.2.2 Environmental assessment, including:
1.2.2.1 Human and ecological effects of the unexploded energetics and ...

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ASTM
ASTM D8042-18(2023)(Test Method)
Test Method for Shrinkage Temperature of Wet Blue and Wet White

SIGNIFICANCE AND USE
5.1 This test method is designed to determine the temperature at which the Wet Blue or Wet White specimen experiences shrinkage. In this test method, shrinkage occurs as a result of hydrothermal denaturation of the collagen protein molecules which make up the fiber structure of the Wet Blue or Wet White. The shrinkage temperature of Wet Blue or Wet White is influenced by many different factors, most of which appear to affect the number and nature of crosslinking interactions between adjacent polypeptide chains of the collagen protein molecules. The value of the shrinkage temperature of Wet Blue or Wet White is commonly used as an indicator of the type of tannage or the degree of tannage, or both, of that particular Wet Blue or Wet White (especially for the more hydrothermally stable tannages such as chrome tannage).
SCOPE
1.1 This test method covers the determination of the shrinkage temperature of all types of Wet Blue and Wet White. The heating medium is water when the shrinkage temperature is at or below 98 °C. The heating medium is a glycerine-water solution when the shrinkage temperature is above 98 °C.  
1.2 The values stated in SI units are to be regarded as the standard. The values in parentheses are for information only.  
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.

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ASTM
ASTM D8530/D8530M-23(Guide)
Standard Guide for the Selection and Use of Waterstops

SIGNIFICANCE AND USE
4.1 This guide is intended to be used in the selection and installation of waterstops in cast-in-place concrete construction. This guide is intended to assist the building owner, owner’s representative, architect, engineer, contractor, and/or authorized inspector during the specification and installation of waterstops.  
4.2 This guide is applicable to cast-in-place concrete construction. The use of this guide may not be appropriate for installation of waterstops in other types of concrete construction, including but not limited to, pneumatically applied (that is, shotcrete) and precast concrete construction.
SCOPE
1.1 This guide covers the use of waterstops within cast-in-place concrete construction. Waterstops are generally placed within static, non-moving construction joints in concrete to close off the joint to water, which may be under significant hydrostatic pressure. They are used as part of the overall waterproofing strategy for a building or other structure. Expansion and other types of moving joints may require the use of waterstops, which can accommodate the anticipated movement of the structure and are beyond the scope of this guide.  
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.

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ASTM
ASTM E2956-23(Guide)
Standard Guide for Monitoring the Neutron Exposure of LWR Reactor Pressure Vessels

SIGNIFICANCE AND USE
4.1 Regulatory Requirements—The USA Code of Federal Regulations (10CFR Part 50, Appendix H) requires the implementation of a reactor vessel materials surveillance program for all operating LWRs. Other countries have similar regulations. The purpose of the program is to (1) monitor changes in the fracture toughness properties of ferritic materials in the reactor vessel beltline6 resulting from exposure to neutron irradiation and the thermal environment, and (2) make use of the data obtained from surveillance programs to determine the conditions under which the vessel can be operated with adequate margins of safety throughout its service life. Practice E185, derived mechanical property data, and (r, θ, z) physics-dosimetry data (derived from the calculations and reactor cavity and surveillance capsule measurements (1) using physics-dosimetry standards) can be used together with information in Guide E900 and Refs. 4, 11-18 to provide a relation between property degradation and neutron exposure, commonly called a “trend curve.” To obtain this trend curve at all points in the pressure vessel wall requires that the selected trend curve be used together with the appropriate (r, θ, z) neutron field information derived by use of this guide to accomplish the necessary interpolations and extrapolations in space and time.  
4.2 Neutron Field Characterization—The tasks required to satisfy the second part of the objective of 4.1 are complex and are summarized in Practice E853. In doing this, it is necessary to describe the neutron field at selected (r, θ, z) points within the pressure vessel wall. The description can be either time dependent or time averaged over the reactor service period of interest. This description can best be obtained by combining neutron transport calculations with plant measurements such as reactor cavity (ex-vessel) and surveillance capsule or RPV cladding (in-vessel) measurements, benchmark irradiations of dosimeter sensor materials, and knowledge of th...
SCOPE
1.1 This guide establishes the means and frequency of monitoring the neutron exposure of the LWR reactor pressure vessel throughout its operating life.  
1.2 The physics-dosimetry relationships determined from this guide may be used to estimate reactor pressure vessel damage through the application of Practice E693 and Guide E900, using fast neutron fluence (E > 1.0 MeV and E > 0.1 MeV), displacements per atom (dpa), or damage-function-correlated exposure parameters as independent exposure variables. Supporting the application of these standards are the E853, E944, E1005, and E1018 standards, identified in 2.1.  
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.

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