Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration

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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 T259. 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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Publication Date
31-Dec-1996
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ASTM C1202-97 - Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:C1202–97
Standard Test Method for
Electrical Indication of Concrete’s Ability to Resist Chloride
1
Ion Penetration
This standard is issued under the fixed designation C 1202; 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.
4
1. Scope ride Ion Penetration
1.1 This test method covers the determination of the elec-
3. Summary of Test Method
trical conductance of concrete to provide a rapid indication of
3.1 This test method consists of monitoring the amount of
its resistance to the penetration of chloride ions. This test
electrical current passed through 2-in. (51-mm) thick slices of
method is applicable to types of concrete where correlations
4-in. (102-mm) nominal diameter cores or cylinders during a
have been established between this test procedure and long-
6-h period. A potential difference of 60 V dc is maintained
term chloride ponding procedures such as those described in
across the ends of the specimen, one of which is immersed in
AASHTO T 259. Examples of such correlations are discussed
2 a sodium chloride solution, the other in a sodium hydroxide
in Refs 1-5.
solution. The total charge passed, in coulombs, has been found
1.2 The values stated in inch-pound units are to be regarded
to be related to the resistance of the specimen to chloride ion
as the standard, except where SI units are given first followed
penetration.
by inch-pound units in parentheses. The values given in
parentheses are for information only.
4. Significance and Use
1.3 This standard does not purport to address all of the
4.1 This test method covers the laboratory evaluation of the
safety concerns, if any, associated with its use. It is the
electrical conductance of concrete samples to provide a rapid
responsibility of the user of this standard to establish appro-
indication of their resistance to chloride ion penetration. In
priate safety and health practices and determine the applica-
most cases the electrical conductance results have shown good
bility of regulatory limitations prior to use.
correlation with chloride ponding tests, such as AASHTO
T259, on companion slabs cast from the same concrete
2. Referenced Documents
mixtures (Refs 1-5).
2.1 ASTM Standards:
4.2 This test method is suitable for evaluation of materials
C 31 Practice for Making and Curing Concrete Test Speci-
3 and material proportions for design purposes and research and
mens in the Field
development.
C 42 Test Method for Obtaining and Testing Drilled Cores
3 4.3 The numerical results (total charge passed, in coulombs)
and Sawed Beams of Concrete
from this test method must be used with caution, especially in
C 192 Practice for Making and Curing Concrete Test Speci-
3 applicationssuchasqualitycontrolandacceptancetesting.The
mens in the Laboratory
qualitative terms in the right-hand column ofTable 1 should be
C 670 Practice for Preparing Precision and Bias Statements
3 used in most cases.
for Test Methods for Construction Purposes
4.4 Care should be taken in interpreting results of this test
2.2 AASHTO Standard:
when it is used on surface-treated concretes, for example,
T 259 Method of Test for Resistance of Concrete to Chlo-
concretes treated with penetrating sealers.The results from this
test on some such concretes indicate low resistance to chloride
ion penetration, while 90-day chloride ponding tests on com-
panion slabs show a higher resistance.
4.5 The details of the test method apply to 4-in. (102-mm)
1
ThistestmethodisunderthejurisdictionofASTMCommitteeC-9onConcrete
nominal diameter specimens. This includes specimens with
and ConcreteAggregatesand is the direct responsibility of Subcommittee C09.66on
actual diameters ranging from 3.75 in. (95 mm) to 4.0 in. (102
Concrete’s Resistance to Fluid Penetration.
Current edition approved Jan. 10, 1997. Published March 1997. Originally
published as C 1202 – 91. Last previous edition C 1202 – 94.
2 4
The boldface numbers in parentheses refer to the list of references at the end of Methods of Sampling and Testing, 1986, American Association of State
this standard. Highway and Transportation Officials, 444 N. Capitol St., NW, Washington, DC
3
Annual Book of ASTM Standards, Vol 04.02. 20001.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

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C1202–97
TABLE 1 Chloride Ion Penetrability Based on Charge Passed
5. Interferences
(1)1
5.1 This test method can produce misleading results when
Charge Passed (coulombs) Chloride Ion Penetrability
calcium nitrite has been admixed into a
...

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