ASTM C1262/C1262M-18
(Test Method)Standard Test Method for Evaluating the Freeze-Thaw Durability of Dry-Cast Segmental Retaining Wall Units and Related Concrete Units
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, 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.
General Information
- Status
- Published
- Publication Date
- 14-Jul-2018
- Technical Committee
- C15 - Masonry – Manufactured Masonry Units, Mortars and Grouts
- Drafting Committee
- C15.03 - Concrete Masonry Units and Related Units
Relations
- Effective Date
- 15-Jul-2018
- Effective Date
- 15-Dec-2023
- Effective Date
- 01-Dec-2023
- Effective Date
- 01-Dec-2023
- Effective Date
- 15-Jul-2018
- Effective Date
- 15-Dec-2017
- Effective Date
- 01-Jun-2017
- Effective Date
- 01-Jun-2017
- Effective Date
- 01-Feb-2017
- Effective Date
- 01-Jun-2016
- Effective Date
- 01-Jun-2016
- Effective Date
- 15-Dec-2015
- Effective Date
- 15-Dec-2015
- Effective Date
- 15-Dec-2015
- Effective Date
- 15-Dec-2015
Overview
ASTM C1262/C1262M-18, titled Standard Test Method for Evaluating the Freeze-Thaw Durability of Dry-Cast Segmental Retaining Wall Units and Related Concrete Units, establishes procedures for testing the resistance of segmental retaining wall (SRW) units and related concrete products to cycles of freezing and thawing. This standard, developed by ASTM International, is essential for manufacturers, engineers, and testing laboratories seeking to ensure their concrete units meet durability requirements in climates subject to freeze-thaw conditions. The procedure includes testing in either potable tap water or 3% saline solution to simulate real-world exposure.
Key Topics
- Freeze-Thaw Durability: Assesses the ability of dry-cast segmental retaining wall units and similar concrete products to withstand repeated cycles of freezing and thawing without significant damage or degradation.
- Test Solutions: Units are exposed to either potable tap water or a 3% sodium chloride (saline) solution, replicating different service environments.
- Applicable Products: Includes not only SRW units (as specified in ASTM C1372), but also a broad range of related concrete units such as:
- Hollow and solid concrete masonry units
- Concrete brick
- Concrete roof pavers
- Procedural Accuracy: The method emphasizes maintaining consistent test conditions, such as chamber capacity and temperature cycling, and details requirements for specimen preparation, control of test environments, weights, and reporting.
- Test Data: Focuses on monitoring weight loss and visible deterioration as indicators of freeze-thaw resistance.
Applications
- Quality Assurance for Manufacturers: Producers of SRW units, concrete masonry blocks, and pavers use this standard to demonstrate compliance with durability requirements for markets subject to freezing climates.
- Specification Compliance: Provides critical data for conformance with building codes and project specifications that require freeze-thaw resistance in structural and architectural concrete units.
- Product Development and Improvement: Enables product developers to benchmark and improve the freeze-thaw performance of new or existing concrete formulations.
- Testing Laboratories: Laboratories can utilize ASTM C1262/C1262M-18 to offer standardized, reproducible testing services, ensuring credible data is reported for construction and infrastructure projects.
- Design and Engineering: Engineers and architects rely on results from this test to select appropriate materials for retaining walls, pavements, and other outdoor concrete structures exposed to harsh weather.
Related Standards
For comprehensive quality evaluation and consistency, consider referencing additional ASTM standards alongside ASTM C1262/C1262M-18:
- ASTM C1372: Specification for Dry-Cast Segmental Retaining Wall Units
- ASTM C140/C140M: Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
- ASTM C1232: Terminology for Masonry
- ASTM C1093: Practice for Accreditation of Testing Agencies for Masonry
Practical Value
Using ASTM C1262/C1262M-18 helps ensure that concrete products used in segmental retaining walls, paving, and other exterior applications perform reliably over time, especially in regions where freeze-thaw cycles pose a significant threat to durability and structural integrity. The test methodology provides guidance for specimen preparation, cyclic testing, and results reporting-an essential part of any robust concrete quality management system. Adherence to this standard offers assurance of compliance, supports regulatory requirements, and helps minimize maintenance or replacement costs due to frost-related damage.
By following ASTM standards such as C1262/C1262M-18, stakeholders in the construction industry ensure long-term performance and customer confidence in concrete masonry products.
Keywords: freeze-thaw resistance, segmental retaining wall units, concrete durability, ASTM C1262, SRW units, concrete masonry testing, saline exposure, quality assurance in concrete, freeze-thaw testing.
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Frequently Asked Questions
ASTM C1262/C1262M-18 is a standard published by ASTM International. Its full title is "Standard Test Method for Evaluating the Freeze-Thaw Durability of Dry-Cast Segmental Retaining Wall Units and Related Concrete Units". This standard covers: 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, 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.
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, 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.
ASTM C1262/C1262M-18 is classified under the following ICS (International Classification for Standards) categories: 91.080.40 - Concrete structures. The ICS classification helps identify the subject area and facilitates finding related standards.
ASTM C1262/C1262M-18 has the following relationships with other standards: It is inter standard links to ASTM C1262/C1262M-16, ASTM C1232-23, ASTM C140/C140M-23a, ASTM C1372-23, ASTM C140/C140M-18, ASTM C140/C140M-17b, ASTM C140/C140M-17a, ASTM C1232-17, ASTM C140/C140M-17, ASTM C140/C140M-16, ASTM C1372-16, ASTM C140/C140M-15a, ASTM C140/C140M-15ae1, ASTM C1093-15a, ASTM C1093-15ae1. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
ASTM C1262/C1262M-18 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.
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: C1262/C1262M − 18
Standard Test Method for
Evaluating the Freeze-Thaw Durability of Dry-Cast
Segmental Retaining Wall Units and Related Concrete Units
This standard is issued under the fixed 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 (´) 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 Specification for Dry-Cast Segmental Retaining Wall
Specification 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 defined in Terminology C1232 shall apply
NOTE 1—Related concrete units include units such as hollow and solid
for this test method.
concrete masonry units, concrete brick, and concrete roof pavers.
3.2 Definitions of Terms Specific to This Standard:
1.2 The values stated in either SI units or inch-pound units
3.2.1 chamber capacity, n—the number of specimens con-
are to be regarded separately as standard. The values stated in
tained within the test chamber during verification of chamber
each system may not be exact equivalents; therefore, each
temperatures and cycling.
system shall be used independently of the other. Combining
values from the two systems may result in non-conformance 3.2.1.1 Discussion—The number of specimens in the cham-
ber must remain the same at all times during testing. Chamber
with this standard. Some values have only SI units because the
temperature cycling verification must be performed at the
inch-pound equivalents are not used in practice.
chambercapacitythatwillbeusedduringtesting.Ifatanytime
1.3 This standard does not purport to address all of the
during testing the actual number of test specimens is less than
safety concerns, if any, associated with its use. It is the
the chamber capacity, dummy specimens must be used to
responsibility of the user of this standard to establish appro-
maintain the same thermal load.Achange in chamber capacity
priate safety, health, and environmental practices and deter-
requires verification of temperature cycling.
mine the applicability of regulatory limitations prior to use.
1.4 This international standard was developed in accor- 3.2.2 dummy specimen, n—a specimen with the same ap-
dance with internationally recognized principles on standard- proximate mass as actual test specimens which is used to
ization established in the Decision on Principles for the maintain a consistent thermal load in a test chamber.
Development of International Standards, Guides and Recom- 3.2.2.1 Discussion—Dummy specimens could be leftover
mendations issued by the World Trade Organization Technical specimens from previous testing, additional specimens cut
Barriers to Trade (TBT) Committee. from manufactured concrete products, or even a measured
amount of sand approximately equal to the mass of the tested
2. Referenced Documents
units. The dummy specimen is placed in a sample container
which contains an equivalent amount of test solution as used in
2.1 ASTM Standards:
the other test containers in order to maintain approximately the
C140/C140M Test Methods for Sampling and Testing Con-
same thermal load in the whole test chamber.
crete Masonry Units and Related Units
4. Significance and Use
This test method is under the jurisdiction of ASTM Committee C15 on
4.1 The procedure described in this test method is intended
Manufactured Masonry Units and is the direct responsibility of Subcommittee
C15.03 on Concrete Masonry Units and Related Units.
to determine the effects of freezing and thawing on SRW and
Current edition approved July 15, 2018. Published August 2018. Originally
related units in the presence of potable tap water or saline
approved in 1994. Last previous edition approved in 2016 as C1262 – 16. DOI:
solution.
10.1520/C1262_C1262M-18.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
4.2 The procedure is not intended to provide a quantitative
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
measure to determine an expected length of service for a
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. specific type of concrete unit.
*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
C1262/C1262M − 18
NOTE 2—The testing laboratory performing this test method should be
5.4 Temperature-Measuring Equipment:
evaluated in accordance with Practice C1093.
5.4.1 ReferenceTemperature-MeasuringDevice—Therefer-
ence temperature-measuring device shall be readable and
5. Apparatus
accurate to 60.5°F [0.2°C] within the range of use. A
5.1 Freeze-Thaw Chamber—Use a chamber that has:
certificate or report that verifies the accuracy shall be available
5.1.1 Forced air circulation,
in the laboratory for review. Verify the accuracy of reference
5.1.2 Aprogrammable air-temperature controller capable of
temperature-measuring devices at intervals not exceeding
automatically performing at least two freezing and thawing
twelve months. The certificate or report shall provide docu-
cycles per 24-h period during testing,
mentation that the reference standard used in the verification is
5.1.3 A temperature range of at least –10 to 100°F [–25 to
traceable to the National Institute of Standards andTechnology
40°C], and
(NIST).
5.1.4 The capability of maintaining the air temperature
5.4.2 Temperature Recorder—Equip the chamber with a
throughout the chamber within the specified temperature
device to record the air temperature every 15 min or less; this
ranges for the duration of the test cycle.
device shall be accurate and readable to 2°F [1°C]. Verify the
5.1.5 The chamber shall comply with the temperature re-
accuracyofthetemperaturemeasuringdeviceatleasteverysix
quirements for cycling contained in 7.2.1 and 7.2.2 at chamber
months. During testing, evaluate the data from the temperature
capacity. When testing is conducted, the total number of test
recording device at least once every twenty cycles to ensure
specimens and dummy specimens combined shall equal the
that cycles meet the temperature requirements of 7.3.1 and
chamber capacity used when the temperatures are verified.
7.3.2. A record of this evaluation documenting the date
checked, a confirmation that the data is within the required
5.2 Containers—Use containers that are:
temperature range, and the name of the individual performing
5.2.1 Made of non-rigid plastic,
this evaluation shall be maintained in the laboratory.
5.2.2 Of sufficient size to contain each test specimen and
specimen supports as illustrated in Fig. 1,
NOTE 5—This requirement may be satisfied by an initialed and dated
5.2.3 Of sufficient size to provide a minimum of ⁄8 in. [3
temperature recorder chart. Brief changes in the temperature due to door
mm] and a maximum of 1 ⁄2 in. [40 mm] of test solution openings should be ignored.
NOTE 6—Aconvenient time to evaluate the temperature results is when
surrounding the sides of the specimen,
the chamber is stopped for residue collection.
5.2.4 Supplied with a tightly-fitting lid to reduce
evaporation, and 5.4.3 To verify the accuracy of the temperature-measuring
5.2.5 Flat enough so that the specimen will not deviate from devices, position the reference temperature-measuring device
level by more than ⁄16 in. [2 mm] from one end of the in the chamber in a readable position as near to the
specimen to the opposite end when placed on the support rods. temperature-measuring device probe as possible. Close the
door and leave undisturbed for at least 5 min. Read the
5.3 Specimen Supports—Support the specimen above the
temperature immediately after opening the chamber door.
container bottom. Use supports that are:
Record the temperature readings of both devices. If the
1 1
5.3.1 Rods having a thickness of ⁄8 6 ⁄24 in. [3 6 1 mm]
temperature readings differ by more than 2°F [1°C], adjust or
and a width of the portion that contacts the specimens of no
replace the temperature-measuring device.
greater than the rod thickness (see Note 3),
5.3.2 Made of a solid, non-corrosive, non-absorptive mate- 5.5 Scales—Scales for weighing full-size specimens shall
rial (brass, plastic, and so forth), and
have a capacity of at least 50 % greater than the weight of the
5.3.3 Capable of supporting the specimen in both the largest specimen tested and shall be accurate to at least 1 g.
longitudinal and transverse directions (see Note 4).
Scales for weighing the filter paper and specimen residue
(spall), as required in 7.3.3, shall be accurate to at least 0.2 g.
NOTE 3—The rods can be of any cross-sectional shape (for example,
round, square, or triangular) as long as the specimen is held off the bottom
5.6 Oven—A ventilated oven of appropriate size capable of
of the container by the required rod thickness and the width of the portion
maintaining a uniform temperature of 230 6 9°F [110 6 5°C].
of the rod that contacts the specimen is no greater than the rod thickness.
Ovens shall be verified in accordance with Practice C1093.
NOTE 4—Examples of longitudinal and transverse support configura-
tions including placing the supports in an I, Z, or box configurations.
6. Sampling and Preparation of Test Specimens
6.1 Selection of Units—Select five whole SRW units repre-
sentative of the lot from which they are selected. The units
shall be free from visible cracks or structural defects.
6.2 Freeze-Thaw Test Specimens—Test specimens shall
consist of solid coupons saw-cut from full sized units. Do not
saw-cut test specimens from units that have been previously
oven-dried. Do not subject test specimens to oven-drying prior
to completion of freeze-thaw testing.
6.2.1 Cut one coupon from each of the five sampled units.
Cut the coupon from the exposed surface of the unit as the unit
FIG. 1 Test Specimen in Freeze-Thaw Container is used in service unless the exposed surface is an architectural
C1262/C1262M − 18
or other nonplanar surface (see Note 7). In the case of a unit 7.1.1 The test solution shall be either potable tap water or a
with an exposed architectural or other nonplanar surface, cut 3 6 0.1% (by weight) sodium chloride saline solution (see
the coupon from another flat molded surface ideally as far as Note 9).
possible from the architectural or other nonplanar face and in
NOTE 9—The 3 % saline solution can be prepared by adding 0.03 lb [3
no case less than 2 in. [50 mm] from that surface. Immediately
g] of sodium chloride to each 0.97 lb [97 g] water.
followingsaw-cutting,removelooseparticlesandresiduefrom
7.1.2 The test solution shall be at a temperature of 60 to
the coupon by rinsing in tap water and brushing with a soft
80°F [16 to 27°C] when added to the container or when used
bristle brush. Do not fully immerse coupons in water. Each
to rinse the specimens or residue.
specimen shall be marked with a unique identification number
on the non-molded surface of the specimen. 7.2 Specimen Conditioning:
7.2.1 After preparation of the freeze-thaw specimens in
NOTE 7—Split-faced surfaces are the most common surfaces used to
accordance with Section 6, weigh each specimen to the nearest
provide an architectural appearance to segmental retaining walls.
1 g and record as W .
However, other means could be used to obtain similar architectural effects
start
like tumbling, grinding, and slumping.
NOTE 10— The weight W as determined in 7.2.1 is not required to
start
6.2.2 Sawing shall be performed in an accurate, competent
be reported at the conclusion of the test, nor is it used to calculate the
manner, subjecting the specimen to as little saw vibration as reported weight loss of the specimen throughout the test. However,
because the initial dry-weight of the specimen is not determined until the
possible. Use a diamond saw blade of proper hardness.
completion of freeze-thaw testing by adding the dry-weight of the
6.2.3 Place the coupons on edge on a ⁄8 in. [10 mm] or
collected residue to the dry-weight of the remains of the specimen (see
coarsermeshsuchthatthereisanairspaceofnotlessthan1 in.
8.2), this W weight is needed as a reference weight to be used during
start
[25 mm] between coupons. Allow the coupons to dry for not
the testing to estimate percentage weight loss and to predict relative
performance among test specimens.
less than 48 h in laboratory air at a temperature of 75 6 15°F
[24 6 8°C] and a relative humidity of less than 80 %.
7.2.2 Place the specimen in the container face down on the
1 1
6.2.4 Thethicknessofeachcouponshallbe1 ⁄4in. 6 ⁄16in.
specimen supports such that the non-saw-cut surface of the
[32 mm 6 2 mm], unless the unit does not permit this
specimen is in contact with the specimen supports. Add a
thickness, in which case the thickness shall be the maximum
sufficient amount of test solution at a temperature of 60 to 80°F
thickness that can be obtained from the unit. The thickness of
[16 to 27°C] to the container to achieve a test solution depth of
1 1
the coupon shall not be less than ⁄4 in. [20 mm].
⁄2 6 ⁄16 in. [13 6 2 mm] (see Note 11 and Note 12). Do not
6.2.5 Theareaofthesubmergedsurfaceofthetestspecimen
pour test solution directly onto the specimen. Close the
2 2 2
shall be at least 25 in. [160 cm ]and shall not exceed 35 in.
container lid tightly and store the con
...
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/C1262M − 16 C1262/C1262M − 18
Standard Test Method for
Evaluating the Freeze-Thaw Durability of Dry-Cast
Segmental Retaining Wall Units and Related Concrete Units
This standard is issued under the fixed 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 (´) 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
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 safety, health, and healthenvironmental 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.
2. Referenced Documents
2.1 ASTM Standards:
C140C140/C140M Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
C1093 Practice for Accreditation of Testing Agencies for Masonry
C1232 Terminology for Masonry
C1372 Specification for Dry-Cast Segmental Retaining Wall Units
3. Terminology
3.1 Terminology defined in Terminology C1232 shall apply for this test method.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 chamber capacity, n—the number of specimens contained within the test chamber during verification of chamber
temperatures and cycling.
3.2.1.1 Discussion—
The number of specimens in the chamber must remain the same at all times during testing. Chamber temperature cycling
verification must be performed at the chamber capacity that will be used during testing. If at any time during testing the actual
number of test specimens is less than the chamber capacity, dummy specimens must be used to maintain the same thermal load.
A change in chamber capacity requires verification of temperature cycling.
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 Dec. 15, 2016July 15, 2018. Published January 2017August 2018. Originally approved in 1994. Last previous edition approved in 20102016 as
C1262 – 10.C1262 – 16. DOI: 10.1520/C1262_C1262M-16.10.1520/C1262_C1262M-18.
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
C1262/C1262M − 18
3.2.2 dummy specimen, n—a specimen with the same approximate mass as actual test specimens which is used to maintain a
consistent thermal load in a test chamber.
3.2.2.1 Discussion—
Dummy specimens could be leftover specimens from previous testing, additional specimens cut from manufactured concrete
products, or even a measured amount of sand approximately equal to the mass of the tested units. The dummy specimen is placed
in a sample container which contains an equivalent amount of test solution as used in the other test containers in order to maintain
approximately the same thermal load in the whole test chamber.
4. 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.
5. Apparatus
5.1 Freeze-Thaw Chamber—Use a chamber that has:
5.1.1 Forced air circulation,
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 –10 to 100°F [–25 to 40°C], and
5.1.4 The capability of maintaining the air temperature throughout the chamber within the specified temperature ranges for the
duration of the test cycle.
5.1.5 The chamber shall comply with the temperature requirements for cycling contained in 7.2.1 and 7.2.2 at chamber capacity.
When testing is conducted, the total number of test specimens and dummy specimens combined shall equal the chamber capacity
used when the temperatures are verified.
5.2 Containers—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 ⁄8 in. [3 mm] and a maximum of 1 ⁄2 in. [40 mm] of test solution surrounding
the sides of the specimen,
5.2.4 Supplied with a tightly-fitting lid to reduce evaporation, and
5.2.5 Flat enough so that the specimen will not deviate from level by more than ⁄16 in. [2 mm] from one end of the specimen
to the opposite end when placed on the support rods.
5.3 Specimen Supports—Support the specimen above the container bottom. Use supports that are:
1 1
5.3.1 Rods having a thickness of ⁄8 6 ⁄24 in. [3 6 1 mm] and a width of the portion that contacts the specimens of no greater
than the rod thickness (see Note 3),
5.3.2 Made of a solid, non-corrosive, non-absorptive material (brass, plastic, and so forth), and
5.3.3 Capable of supporting the specimen in both the longitudinal and transverse directions (see Note 4).
NOTE 3—The rods can be of any cross-sectional shape (for example, round, square, or triangular) as long as the specimen is held off the bottom of
the container by the required rod thickness and the width of the portion of the rod that contacts the specimen is no greater than the rod thickness.
NOTE 4—Examples of longitudinal and transverse support configurations including placing the supports in an I, Z, or box configurations.
FIG. 1 Test Specimen in Freeze-Thaw Container
C1262/C1262M − 18
5.4 Temperature-Measuring Equipment:
5.4.1 Reference Temperature-Measuring Device—The reference temperature-measuring device shall be readable and accurate
to 60.5°F [0.2°C] within the range of use. A certificate or report that verifies the accuracy shall be available in the laboratory for
review. Verify the accuracy of reference temperature-measuring devices at intervals not exceeding twelve months. The certificate
or report shall provide documentation that the reference standard used in the verification is traceable to the National Institute of
Standards and Technology (NIST).
5.4.2 Temperature Recorder—Equip the chamber with a device to record the air temperature every 15 min or less; this device
shall be accurate and readable to 2°F [1°C]. Verify the accuracy of the temperature measuring device at least every six months.
During testing, evaluate the data from the temperature recording device at least once every twenty cycles to ensure that cycles meet
the temperature requirements of 7.3.1 and 7.3.2. A record of this evaluation documenting the date checked, a confirmation that the
data is within the required temperature range, and the name of the individual performing this evaluation shall be maintained in the
laboratory.
NOTE 5—This requirement may be satisfied by an initialed and dated temperature recorder chart. Brief changes in the temperature due to door openings
should be ignored.
NOTE 6—A convenient time to evaluate the temperature results is when the chamber is stopped for residue collection.
5.4.3 To verify the accuracy of the temperature-measuring devices, position the reference temperature-measuring device 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 after opening the chamber door. Record the temperature readings of both
devices. If the temperature readings differ by more than 2°F [1°C], adjust or replace the temperature-measuring device.
5.5 Scales—Scales for weighing full-size specimens shall have a capacity of at least 50 % greater than the weight of the largest
specimen tested and shall be accurate to at least 1 g. Scales for weighing the filter paper and specimen residue (spall), as required
in 7.3.3, shall be accurate to at least 0.2 g.
5.6 Oven—A ventilated oven of appropriate size capable of maintaining a uniform temperature of 230 6 9°F [110 6 5°C].
Ovens shall be verified in accordance with Practice C1093.
6. Sampling and Preparation of Test Specimens
6.1 Selection of Units—Select five whole SRW units representative of the lot from which they are selected. The units shall be
free from visible cracks or structural defects.
6.2 Freeze-Thaw Test Specimens—Test specimens shall consist of solid coupons saw-cut from full sized units. Do not saw-cut
test specimens from units that have been previously oven-dried. Do not subject test specimens to oven-drying prior to completion
of freeze-thaw testing.
6.2.1 Cut one coupon from each of the five sampled units. Cut the coupon from the exposed surface of the unit as the unit is
used in service unless the exposed surface is an architectural or other nonplanar surface (see Note 7). In the case of a unit with
an exposed architectural or other nonplanar surface, cut the coupon from another flat molded surface ideally as far as possible from
the architectural or other nonplanar face and in no case less than 2 in. [50 mm] from that surface. Immediately following
saw-cutting, remove loose particles and residue from the coupon by rinsing in tap water and brushing with a soft bristle brush. Do
not fully immerse coupons in water. Each specimen shall be marked with a unique identification number on the non-molded surface
of the specimen.
NOTE 7—Split-faced surfaces are the most common surfaces used to provide an architectural appearance to segmental retaining walls. However, other
means could be used to obtain similar architectural effects like tumbling, grinding, and slumping.
6.2.2 Sawing shall be performed in an accurate, competent manner, subjecting the specimen to as little saw vibration as possible.
Use a diamond saw blade of proper hardness.
6.2.3 Place the coupons on edge on a ⁄8 in. [10 mm] or coarser mesh such that there is an air space of not less than 1 in. [25
mm] between coupons. Allow the coupons to dry for not less than 48 h in laboratory air at a temperature of 75 6 15°F [24 6 8°C]
and a relative humidity of less than 80 %.
1 1
6.2.4 The thickness of each coupon shall be 1 ⁄4 in. 6 ⁄16 in. [32 mm 6 2 mm], unless the unit does not permit this thickness,
in which case the thickness shall be the maximum thickness that can be obtained from the unit. The thickness of the coupon shall
not be less than ⁄4 in. [20 mm].
2 2 2
6.2.5 The area of the submerged surface of the test specimen shall be at least 25 in. [160 cm ]and shall not exceed 35 in. [225
cm ], unless the unit does not permit a coupon meeting the minimum area, in which case the test specimen shall consist of two
2 2 2 2
coupons. The combined area of the two coupons shall be at least 25 in. [160 cm ]and shall not exceed 35 in. [225 cm ]. These
two coupons shall be tested as and considered to be a single specimen.
6.3 When compression and absorption testing will be conducted in addition to freeze-thaw testing, obtain a specimen (coupon)
for each test from each of five SRW units to facilitate correlation among the properties. If this is not possible, then obtain
compressive strength and absorption specimens from different units manufactured in the same production lot as the freeze-thaw
C1262/C1262M − 18
specimens. Take compressive strength and absorption specimens in accordance with Test Methods C140C140/C140M. Specimens
used for Test Methods C140C140/C140M tests shall not be used as specimens for freeze-thaw tests.
NOTE 8—While compressive strength and absorption values by themselves have been shown by research to not be reliable indicators of durability,
they have been shown to be good reference values for units manufactured from a given set of materials.
7. Procedure
7.1 Test Solution:
7.1.1 The test solution shall be either potable tap water or a 3 6 0.1% (by weight) sodium chloride saline solution (see Note
9).
NOTE 9—The 3 % saline solution can be prepared by adding 0.03 lb [3 g] of sodium chloride to each 0.97 lb [97 g] water.
7.1.2 The test solution shall be at a temperature of 60 to 80°F [16 to 27°C] when added to the container or when used to rinse
the specimens or residue.
7.2 Specimen Conditioning:
7.2.1 After preparation of the freeze-thaw specimens in accordance with Section 6, weigh each specimen to the nearest 1 g and
record as W .
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NOTE 10— The weight W as determined in 7.2.1 is not required to be reported at the conclusion of the test, nor is it used to calculate the reported
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weight loss of the specimen throughout the test. However, b
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