Standard Test Method for Evaluating the Freeze-Thaw Durability of Dry-Cast Segmental Retaining Wall Units and Related Concrete Units

SIGNIFICANCE AND USE
4.1 The procedure described in this test method is intended to determine the effects of freezing and thawing on SRW and related units in the presence of potable tap water or saline solution.  
4.2 The procedure is not intended to provide a quantitative measure to determine an expected length of service for a specific type of concrete unit.
Note 2: The testing laboratory performing this test method should be evaluated in accordance with Practice C1093.
SCOPE
1.1 This test method covers the resistance to freezing and thawing of dry-cast segmental retaining wall (SRW) units (see Specification C1372) and related concrete units. Units are tested in a test solution that is either potable tap water or 3 % saline solution depending on the intended use of the units in actual service.  
Note 1: Related concrete units include units such as hollow and solid concrete masonry units, concrete brick, and concrete roof pavers.  
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 non-conformance with this standard. Some values have only SI units because the inch-pound equivalents are not used in practice.  
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
14-Dec-2016
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Effective Date
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ASTM C1262/C1262M-16 - Standard Test Method for Evaluating the Freeze-Thaw Durability of Dry-Cast Segmental Retaining Wall Units and Related Concrete Units
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C1262/C1262M āˆ’ 16
Standard Test Method for
Evaluating the Freeze-Thaw Durability of Dry-Cast
1
Segmental Retaining Wall Units and Related Concrete Units
This standard is issued under the ļ¬xed designation C1262/C1262M; 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 (Ā“) indicates an editorial change since the last revision or reapproval.
1. Scope* C1093 Practice for Accreditation of Testing Agencies for
Masonry
1.1 This test method covers the resistance to freezing and
C1232 Terminology for Masonry
thawing of dry-cast segmental retaining wall (SRW) units (see
C1372 Speciļ¬cation for Dry-Cast Segmental Retaining Wall
Speciļ¬cation C1372) and related concrete units. Units are
Units
tested in a test solution that is either potable tap water or 3 %
saline solution depending on the intended use of the units in
3. Terminology
actual service.
3.1 Terminology deļ¬ned in Terminology C1232 shall apply
NOTE 1ā€”Related concrete units include units such as hollow and solid
for this test method.
concrete masonry units, concrete brick, and concrete roof pavers.
1.2 The values stated in either SI units or inch-pound units
4. Signiļ¬cance and Use
are to be regarded separately as standard. The values stated in
4.1 The procedure described in this test method is intended
each system may not be exact equivalents; therefore, each
to determine the effects of freezing and thawing on SRW and
system shall be used independently of the other. Combining
related units in the presence of potable tap water or saline
values from the two systems may result in non-conformance
solution.
with this standard. Some values have only SI units because the
inch-pound equivalents are not used in practice.
4.2 The procedure is not intended to provide a quantitative
measure to determine an expected length of service for a
1.3 This standard does not purport to address all of the
speciļ¬c type of concrete unit.
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
NOTE 2ā€”The testing laboratory performing this test method should be
priate safety and health practices and determine the applica-
evaluated in accordance with Practice C1093.
bility of regulatory limitations prior to use.
1.4 This international standard was developed in accor-
5. Apparatus
dance with internationally recognized principles on standard-
5.1 Freeze-Thaw Chamberā€”Use a chamber that has:
ization established in the Decision on Principles for the
5.1.1 Forced air circulation,
Development of International Standards, Guides and Recom-
5.1.2 Aprogrammable air-temperature controller capable of
mendations issued by the World Trade Organization Technical
automatically performing at least two freezing and thawing
Barriers to Trade (TBT) Committee.
cycles per 24-h period during testing,
5.1.3 A temperature range of at least ā€“10 to 100Ā°F [ā€“25 to
2. Referenced Documents
40Ā°C], and
2
2.1 ASTM Standards:
5.1.4 The capability of maintaining the air temperature
C140 Test Methods for Sampling and Testing Concrete
throughout the chamber within the speciļ¬ed temperature
Masonry Units and Related Units
ranges for the duration of the test cycle.
5.2 Containersā€”Use containers that are:
1
This test method is under the jurisdiction of ASTM Committee C15 on
5.2.1 Made of non-rigid plastic,
Manufactured Masonry Units and is the direct responsibility of Subcommittee
5.2.2 Of sufficient size to contain each test specimen and
C15.03 on Concrete Masonry Units and Related Units.
specimen supports as illustrated in Fig. 1,
Current edition approved Dec. 15, 2016. Published January 2017. Originally
1
5.2.3 Of sufficient size to provide a minimum of ā„8 in. [3
approved in 1994. Last previous edition approved in 2010 as C1262 ā€“ 10. DOI:
1
10.1520/C1262_C1262M-16.
mm] and a maximum of 1 ā„2 in. [40 mm] of test solution
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
surrounding the sides of the specimen,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
5.2.4 Supplied with a tightly-ļ¬tting lid to reduce
Standards volume information, refer to the standardā€™s Document Summary page on
the ASTM website. evaporation, and
*A Summary of Changes section appears at the end of this standard
Copyright Ā© ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1262/C1262M āˆ’ 16
in the chamber in a readable position as near to the
temperature-measuring device probe as possible. Close the
door and leave undisturbed for at least 5 min. Read the
temperature immediately afte
...

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: C1262 āˆ’ 10 C1262/C1262M āˆ’ 16
Standard Test Method for
Evaluating the Freeze-Thaw Durability of Dry-Cast
1
Segmental Retaining Wall Units and Related Concrete Units
This standard is issued under the ļ¬xed designation C1262;C1262/C1262M; 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 (Ā“) indicates an editorial change since the last revision or reapproval.
1. Scope*
1.1 This test method covers the resistance to freezing and thawing of dry-cast segmental retaining wall (SRW) units (see
Speciļ¬cation C1372) and related concrete units. Units are tested in a test solution that is either potable tap water or 3 % saline
solution depending on the intended use of the units in actual service.
NOTE 1ā€”Related concrete units include units such as hollow and solid concrete masonry units, concrete brick, and concrete roof pavers.
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values given in
parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.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 non-conformance with this standard. Some values have only SI units because the inch-pound
equivalents are not used in practice.
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
2
2.1 ASTM Standards:
C140 Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
C1093 Practice for Accreditation of Testing Agencies for Masonry
C1232 Terminology of Masonry
C1372 Speciļ¬cation for Dry-Cast Segmental Retaining Wall Units
3. Terminology
3.1 Terminology deļ¬ned in Terminology C1232 shall apply for this test method.
4. Signiļ¬cance and Use
4.1 The procedure described in this test method is intended to determine the effects of freezing and thawing on SRW and related
units in the presence of potable tap water or saline solution.
4.2 The procedure is not intended to provide a quantitative measure to determine an expected length of service for a speciļ¬c
type of concrete unit.
NOTE 2ā€”The testing laboratory performing this test method should be evaluated in accordance with Practice C1093.
5. Apparatus
5.1 Freeze-Thaw Chamberā€”Use a chamber that has:
5.1.1 Forced air circulation,
1
This test method is under the jurisdiction of ASTM Committee C15 on Manufactured Masonry Units and is the direct responsibility of Subcommittee C15.03 on Concrete
Masonry Units and Related Units.
Current edition approved June 1, 2010Dec. 15, 2016. Published June 2010January 2017. Originally approved in 1994. Last previous edition approved in 20092010 as
C1262 ā€“ 09.C1262 ā€“ 10. DOI: 10.1520/C1262-10.10.1520/C1262_C1262M-16.
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 standardā€™s Document Summary page on the ASTM website.
*A Summary of Changes section appears at the end of this standard
Copyright Ā© ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1262/C1262M āˆ’ 16
5.1.2 A programmable air-temperature controller capable of automatically performing at least two freezing and thawing cycles
per 24-h period during testing,
5.1.3 A temperature range of at least ā€“10 to 100Ā°F (ā€“24[ā€“25 to 38Ā°C),40Ā°C], and
5.1.4 The capability of maintaining the air temperature throughout the chamber within the speciļ¬ed temperature ranges for the
duration of the test cycle.
5.2 Containersā€”Use containers that are:
5.2.1 Made of non-rigid plastic,
5.2.2 Of sufficient size to contain each test specimen and specimen supports as illustrated in Fig. 1,
1 1
5.2.3 Of sufficient size to provide a minimum of ā„8 in. (3 mm)[3 mm] and a maximum of 1 ā„2 in. (38 mm)[40 mm] of test
solution surrounding the sides of the specimen,
5.2.4 Supplied with a tightly-ļ¬tting lid to reduce evaporation, and
1
5.2.5 Flat enough so
...

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