ASTM C1403-13
(Test Method)Standard Test Method for Rate of Water Absorption of Masonry Mortars
Standard Test Method for Rate of Water Absorption of Masonry Mortars
SIGNIFICANCE AND USE
4.1 This test method provides a laboratory procedure for determining the relative water absorption properties over time of mortars used for masonry construction. Because the specimens are made under laboratory conditions and do not take into account the effect of the masonry substrate or field mixing procedures, this method is not intended for field use. Data generated from this test method may be useful for determining the relative effectiveness of water repellent admixtures or the effect of other admixtures or mortar components on the water repellency of a mortar. However, use caution in interpreting the results. While the resistance of masonry to water penetration may be related to the water absorption of the mortar, it also depends on other factors, such as the workmanship, extent of bond, and the properties of the masonry units and mortar.
SCOPE
1.1 This test method covers a standardized laboratory procedure for determining the relative water absorption by capillary uptake (wicking) characteristics of masonry mortars. This test method is not applicable for determining the effectiveness of water repellent coatings.
1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
1.2.1 Inch-pound units are given in parentheses for temperature specification and 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.
General Information
Relations
Buy Standard
Standards Content (Sample)
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C1403 − 13
StandardTest Method for
1
Rate of Water Absorption of Masonry Mortars
This standard is issued under the fixed designation C1403; 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* 3. Terminology
3.1 Definitions—For definitions of terms used in this test
1.1 This test method covers a standardized laboratory pro-
method, refer to Terminology C1180.
cedure for determining the relative water absorption by capil-
lary uptake (wicking) characteristics of masonry mortars. This
4. Significance and Use
test method is not applicable for determining the effectiveness
4.1 This test method provides a laboratory procedure for
of water repellent coatings.
determining the relative water absorption properties over time
1.2 The values stated in SI units are to be regarded as
of mortars used for masonry construction. Because the speci-
standard. No other units of measurement are included in this
mensaremadeunderlaboratoryconditionsanddonottakeinto
standard.
account the effect of the masonry substrate or field mixing
procedures, this method is not intended for field use. Data
1.2.1 Inch-poundunitsaregiveninparenthesesfortempera-
generated from this test method may be useful for determining
ture specification and are for information only.
the relative effectiveness of water repellent admixtures or the
1.3 This standard does not purport to address all of the
effect of other admixtures or mortar components on the water
safety concerns, if any, associated with its use. It is the
repellencyofamortar.However,usecautionininterpretingthe
responsibility of the user of this standard to establish appro-
results. While the resistance of masonry to water penetration
priate safety and health practices and determine the applica-
may be related to the water absorption of the mortar, it also
bility of regulatory limitations prior to use.
depends on other factors, such as the workmanship, extent of
bond, and the properties of the masonry units and mortar.
2. Referenced Documents
5. Apparatus
2
2.1 ASTM Standards:
5.1 Balance—A balance readable and accurate to 0.1 g.
C109/C109M Test Method for Compressive Strength of
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube 5.2 Uptake Container—A watertight container with a mini-
Specimens) mum cross sectional area that is at least 50 % greater than the
C270 Specification for Mortar for Unit Masonry total area of the specimens’ test surface(s) and a minimum
depth of 75 mm. Provide a cover for the container to minimize
C305 Practice for Mechanical Mixing of Hydraulic Cement
Pastes and Mortars of Plastic Consistency evaporation.
5.2.1 Usespecimensupportsthatallowaminimumof3mm
C511 Specification for Mixing Rooms, Moist Cabinets,
clearance from the bottom of the container and that cover a
Moist Rooms, and Water Storage Tanks Used in the
maximum of 10 % of the area of the specimen’s test surface.
Testing of Hydraulic Cements and Concretes
Usesupportsmadeofamaterialthatdoesnotfloatinwaterand
C778 Specification for Sand
that does not rust, expand, or contract as a result of water
C1180 Terminology of Mortar and Grout for Unit Masonry
exposure.
C1437 Test Method for Flow of Hydraulic Cement Mortar
5.2.2 The container shall be flat so that when a specimen is
set on the supports the water level as specified in 7.4 shall not
vary by more than 1 mm from one end of the specimen to the
1
This test method is under the jurisdiction ofASTM Committee C12 on Mortars
opposite end.
and Grouts for Unit Masonryand is the direct responsibility of Subcommittee
C12.02 on Research and Methods of Test.
5.3 Specimen Molds—Metalnominal50-mmcubespecimen
Current edition approved July 15, 2013. Published August 2013. Originally
moldswithremovableplasticwatertightdisposableliners.The
approved in 1999. Last previous edition approved in 2012 as C1403 – 12. DOI:
plastic liners shall be rigid enough to retain their shape when
10.1520/C1403-13.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
free standing and filled with mortar.
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 NOTE 1—For this test method, actual specimen dimensions are mea-
the ASTM website. suredandusedtocalculateabsorptionperaunitarea;therefore,2-in.cube
*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 ----------------------
C1403 − 13
specimen mo
...
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: C1403 − 12 C1403 − 13
Standard Test Method for
1
Rate of Water Absorption of Masonry Mortars
This standard is issued under the fixed designation C1403; 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 a standardized laboratory procedure for determining the relative water absorption by capillary
uptake (wicking) characteristics of masonry mortars. This test method is not applicable for determining the effectiveness of water
repellent coatings.
1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
1.2.1 Inch-pound units are given in parentheses for temperature specification and 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
2
2.1 ASTM Standards:
C109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
C270 Specification for Mortar for Unit Masonry
C305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency
C511 Specification for Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic
Cements and Concretes
C778 Specification for Sand
C1180 Terminology of Mortar and Grout for Unit Masonry
C1437 Test Method for Flow of Hydraulic Cement Mortar
3. Terminology
3.1 Definitions—For definitions of terms used in this test method, refer to Terminology C1180.
4. Significance and Use
4.1 This test method provides a laboratory procedure for determining the relative water absorption properties over time of
mortars used for masonry construction. Because the specimens are made under laboratory conditions and do not take into account
the effect of the masonry substrate or field mixing procedures, this method is not intended for field use. Data generated from this
test method may be useful for determining the relative effectiveness of water repellent admixtures or the effect of other admixtures
or mortar components on the water repellency of a mortar. However, use caution in interpreting the results. While the resistance
of masonry to water penetration may be related to the water absorption of the mortar, it also depends on other factors, such as the
workmanship, extent of bond, and the properties of the masonry units and mortar.
5. Apparatus
5.1 Balance—A balance readable and accurate to 0.1 g.
5.2 Uptake Container—A watertight container with a minimum cross sectional area that is at least 50 % greater than the total
area of the specimens’ test surface(s) and a minimum depth of 75 mm. Provide a cover for the container to minimize evaporation.
1
This test method is under the jurisdiction of ASTM Committee C12 on Mortars and Grouts for Unit Masonryand is the direct responsibility of Subcommittee C12.02
on Research and Methods of Test.
Current edition approved Dec. 15, 2012July 15, 2013. Published January 2013August 2013. Originally approved in 1999. Last previous edition approved in 20062012 as
C1403 – 06.C1403 – 12. DOI: 10.1520/C1403-12.10.1520/C1403-13.
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 ----------------------
C1403 − 13
5.2.1 Use specimen supports that allow a minimum of 3 mm clearance from the bottom of the container and that cover a
maximum of 10 % of the area of the specimen’s test surface. Use supports made of a material that does not float in water and that
does not rust, expand, or contract as a result of water exposure.
5.2.2 The container shall be flat so that when a specimen is set on the supports the water level as specified in 7.4 shall not vary
by more than 1 mm from one end of
...
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.