ASTM C1202-10
(Test Method)Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration
Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration
SIGNIFICANCE AND USE
This test method covers the laboratory evaluation of the electrical conductance of concrete samples to provide a rapid indication of their resistance to chloride ion penetration. In most cases the electrical conductance results have shown good correlation with chloride ponding tests, such as AASHTO T259, on companion slabs cast from the same concrete mixtures (Refs 1-5).
This test method is suitable for evaluation of materials and material proportions for design purposes and research and development.
Sample age has significant effects on the test results, depending on the type of concrete and the curing procedure. Most concretes, if properly cured, become progressively and significantly less permeable with time.
This test method was developed originally for evaluations of alternative materials, but in practice its use has evolved to applications such as quality control and acceptance testing. In such cases it is imperative that the curing procedures and the age at time of testing be clearly specified.
Table 1 provides a qualitative relationship between the results of this test and the chloride ion penetrability of concrete.
Numerical results of this test (total charge passed, in coulombs) can be used as a basis for determining the acceptability of a concrete mixture. Factors such as the ingredient materials used and method and duration of curing of test specimens affect results of this test. (See Note 1)
Note 1—When using this test for determining acceptability of concrete mixtures, statistically-based criteria and test age for prequalification, or for acceptance based on jobsite samples, should be stated in project specifications. Acceptance criteria for this test should consider the sources of variability affecting the results and ensure balanced risk between supplier and purchaser. The anticipated exposure conditions and time before a structure will be put into service should be considered. One approach to establishing criteria is discussed in Ref 6....
SCOPE
1.1 This test method covers the determination of the electrical conductance of concrete to provide a rapid indication of its resistance to the penetration of chloride ions. This test method is applicable to types of concrete where correlations have been established between this test procedure and long-term chloride ponding procedures such as those described in AASHTO T 259. Examples of such correlations are discussed in Refs 1-5.
1.2 The values stated in inch-pound units are to be regarded as the standard, except where SI units are given first followed by inch-pound units in parentheses. The values given 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 and health practices and determine the applicability of regulatory limitations prior to use.
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Designation:C1202–10
Standard Test Method for
Electrical Indication of Concrete’s Ability to Resist Chloride
1
Ion Penetration
This standard is issued under the fixed designation C1202; 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* C670 Practice for Preparing Precision and Bias Statements
for Test Methods for Construction Materials
1.1 This test method covers the determination of the elec-
2.2 AASHTO Standard:
trical conductance of concrete to provide a rapid indication of
T 259 Method of Test for Resistance of Concrete to Chlo-
its resistance to the penetration of chloride ions. This test
4
ride Ion Penetration
method is applicable to types of concrete where correlations
have been established between this test procedure and long-
3. Summary of Test Method
term chloride ponding procedures such as those described in
3.1 This test method consists of monitoring the amount of
AASHTO T 259. Examples of such correlations are discussed
2 electrical current passed through 2-in. (51-mm) thick slices of
in Refs 1-5.
4-in. (102-mm) nominal diameter cores or cylinders during a
1.2 The values stated in inch-pound units are to be regarded
6-h period. A potential difference of 60 V dc is maintained
as the standard, except where SI units are given first followed
across the ends of the specimen, one of which is immersed in
by inch-pound units in parentheses. The values given in
a sodium chloride solution, the other in a sodium hydroxide
parentheses are for information only.
solution. The total charge passed, in coulombs, has been found
1.3 This standard does not purport to address all of the
to be related to the resistance of the specimen to chloride ion
safety concerns, if any, associated with its use. It is the
penetration.
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
4. Significance and Use
bility of regulatory limitations prior to use.
4.1 This test method covers the laboratory evaluation of the
electrical conductance of concrete samples to provide a rapid
2. Referenced Documents
3 indication of their resistance to chloride ion penetration. In
2.1 ASTM Standards:
most cases the electrical conductance results have shown good
C31/C31M Practice for Making and Curing Concrete Test
correlation with chloride ponding tests, such as AASHTO
Specimens in the Field
T 259, on companion slabs cast from the same concrete
C42/C42M Test Method for Obtaining and Testing Drilled
mixtures (Refs 1-5).
Cores and Sawed Beams of Concrete
4.2 This test method is suitable for evaluation of materials
C192/C192M Practice for Making and Curing Concrete
and material proportions for design purposes and research and
Test Specimens in the Laboratory
development.
4.3 Sample age has significant effects on the test results,
1
depending on the type of concrete and the curing procedure.
This test method is under the jurisdiction of ASTM Committee C09 on
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
Most concretes, if properly cured, become progressively and
C09.66 on Concrete’s Resistance to Fluid Penetration.
significantly less permeable with time.
Current edition approved Feb. 1, 2010. Published March 2010. Originally
4.4 This test method was developed originally for evalua-
approved in 1991. Last previous edition approved in 2009 as C1202 – 09. DOI:
10.1520/C1202-10. tionsofalternativematerials,butinpracticeitsusehasevolved
2
The boldface numbers in parentheses refer to the list of references at the end of
to applications such as quality control and acceptance testing.
this standard.
3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
4
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Methods of Sampling and Testing, 1986, American Association of State
Standards volume information, refer to the standard’s Document Summary page on Highway and Transportation Officials, 444 N. Capitol St., NW, Washington, DC
the ASTM website. 20001.
*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 ----------------------
C1202–10
Insuchcasesitisimperativethatthecuringproceduresandthe other embedded electrically conductive materials may have a
age at time of testing be clearly specified. significant effect.The test is not valid for specimens containing
4.5 Table 1 provides a qualitative relationship between the reinforcing steel p
...
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:C1202–09 Designation:C1202–10
Standard Test Method for
Electrical Indication of Concrete’s Ability to Resist Chloride
1
Ion Penetration
This standard is issued under the fixed designation C1202; 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 test method covers the determination of the electrical conductance of concrete to provide a rapid indication of its
resistance to the penetration of chloride ions. This test method is applicable to types of concrete where correlations have been
established between this test procedure and long-term chloride ponding procedures such as those described in AASHTO T 259.
2
Examples of such correlations are discussed in Refs 1-5.
1.2 The values stated in inch-pound units are to be regarded as the standard, except where SI units are given first followed by
inch-pound units in parentheses. The values given 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 and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
3
2.1 ASTM Standards:
C31/C31M Practice for Making and Curing Concrete Test Specimens in the Field
C42/C42M Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
C192/C192M Practice for Making and Curing Concrete Test Specimens in the Laboratory
C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials
2.2 AASHTO Standard:
4
T 259 Method of Test for Resistance of Concrete to Chloride Ion Penetration
3. Summary of Test Method
3.1 This test method consists of monitoring the amount of electrical current passed through 2-in. (51-mm) thick slices of 4-in.
(102-mm) nominal diameter cores or cylinders during a 6-h period.Apotential difference of 60Vdc is maintained across the ends
ofthespecimen,oneofwhichisimmersedinasodiumchloridesolution,theotherinasodiumhydroxidesolution.Thetotalcharge
passed, in coulombs, has been found to be related to the resistance of the specimen to chloride ion penetration.
4. Significance and Use
4.1 This test method covers the laboratory evaluation of the electrical conductance of concrete samples to provide a rapid
indication of their resistance to chloride ion penetration. In most cases the electrical conductance results have shown good
correlation with chloride ponding tests, such as AASHTO T259, on companion slabs cast from the same concrete mixtures (Refs
1-5).
4.2 This test method is suitable for evaluation of materials and material proportions for design purposes and research and
development.
4.3 Sample age has significant effects on the test results, depending on the type of concrete and the curing procedure. Most
concretes, if properly cured, become progressively and significantly less permeable with time.
4.4 This test method was developed originally for evaluations of alternative materials, but in practice its use has evolved to
1
This test method is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.66 on
Concrete’s Resistance to Fluid Penetration.
Current edition approved MayFeb. 1, 2009.2010. Published May 2009.March 2010. Originally approved in 1991. Last previous edition approved in 20082009 as
C1202 – 089. DOI: 10.1520/C1202-109.
2
The boldface numbers in parentheses refer to the list of references at the end of this standard.
3
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. ForAnnualBookofASTMStandards
volume information, refer to the standard’s Document Summary page on the ASTM website.
4
Methods of Sampling and Testing, 1986, American Association of State Highway and Transportation Officials, 444 N. Capitol St., NW, Washington, DC 20001.
*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 ----------------------
C1202–10
applications such as quality control and acceptance testing. In such cases i
...
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