ASTM C1339/C1339M-18
(Test Method)Standard Test Method for Flowability and Bearing Area of Chemical-Resistant Polymer Machinery Grouts
Standard Test Method for Flowability and Bearing Area of Chemical-Resistant Polymer Machinery Grouts
SIGNIFICANCE AND USE
5.1 Chemical-resistant polymer machinery grouts are used to provide precision support for machinery or equipment.
Note 2: The machinery or equipment or support bases or plates, or combination thereof, are positioned to the precise elevation and location required. The bases or plates are typically placed on prepared foundations and supported on temporary shims or support bolts (jack screws). Forms are installed to contain the flowable grout. The grout is poured around the perimeter in such a manner as to allow the grout to flow around and under the equipment base or plates. The grout subsequently hardens to provide a strong rigid support layer capable of withstanding the stresses transferred by the equipment to the foundation. Although the actual machinery base plate is typically metal and the cover plate in this test uses acrylic glass, different grouts using acrylic glass cover plates has proven useful for comparative purposes as described in this test in laboratory conditions.
5.2 In addition to the required physical properties of the grout, the flow and bearing area achieved are important considerations for effective grout installation. The two characteristics measured by this test method are flow and bearing area.
5.3 The flow test simulates typical application conditions for a flowable polymer machinery grout in a laboratory environment. It may be used to evaluate the suitability of a particular grout for a specific application, to compare the flowability and bearing area of two or more grouts, or to evaluate the effects of formulation changes, temperature, mixing techniques, or other factors on flowability.
5.4 The estimated amount of upper grout surface contact in percent can be used to compare two or more grouts or show the effects of temperature, formulation changes, or other factors on bearing area. A limited set of results using visual guides (see Fig. 1 and Fig. 2) is used to classify the bearing as “high”—greater than 85 %,” “medium—70 to 85 ...
SCOPE
1.1 This test method covers the measure of flowability of chemical-resistant polymer machinery grouts as evaluated in a 50-mm [2-in.] or 25-mm [1-in.] pour thickness in a laboratory setting. The test method provides for the assessment of upper surface plate contact area (bearing area). These grouts will typically be at least two component formulations that may be used for installations where grout thickness will range from 25 to 150 mm [1 to 6 in.] underneath the base or plates being grouted.
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 the standard.
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.
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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: C1339/C1339M − 18
Standard Test Method for
Flowability and Bearing Area of Chemical-Resistant Polymer
1
Machinery Grouts
This standard is issued under the fixed designation C1339/C1339M; 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
1.1 This test method covers the measure of flowability of 3.1 Definitions—For definition of terms used in this test
chemical-resistant polymer machinery grouts as evaluated in a method, see Terminology C904.
50-mm [2-in.] or 25-mm [1-in.] pour thickness in a laboratory
setting. The test method provides for the assessment of upper 4. Summary of Test Method
surface plate contact area (bearing area). These grouts will
4.1 Polymer machinery grout of a flowable consistency is
typically be at least two component formulations that may be
pouredintoahopperatoneendofashallowplastictroughwith
used for installations where grout thickness will range from 25
a clear plastic cover plate.
to 150 mm [1 to 6 in.] underneath the base or plates being
4.2 A movable gate is raised, allowing the grout to flow
grouted.
from the hopper into the trough. The times for the grout to first
1.2 The values stated in either SI units or inch-pound units
contact the end plate and to establish full length contact with
are to be regarded separately as standard. The values stated in
the top cover plate are recorded and used as indices of
each system may not be exact equivalents; therefore, each
flowability.
system shall be used independently of the other. Combining
4.3 After the grout hardens, the mold and top plate are
values from the two systems may result in non-conformance
removed.Thetopsurfaceofthegroutiswirebrushedtoexpose
with the standard.
any surface air bubbles or voids, and a visual estimate is made
1.3 This standard does not purport to address all of the
of the percentage of grout top surface area that is in contact
safety concerns, if any, associated with its use. It is the
with the plate. Visual guides are provided for comparative
responsibility of the user of this standard to establish appro-
purposes (see Fig. 1 and Fig. 2).
priate safety, health, and environmental practices and deter-
mine the applicability of regulatory limitations prior to use.
NOTE 1—Two figures are used to visually represent sections of two
different types of void distribution as the rating of effective bearing area
1.4 This international standard was developed in accor-
is based on comparison from these illustrations. The void distribution and
dance with internationally recognized principles on standard-
appearance may vary from these illustrations based on the rheological
ization established in the Decision on Principles for the
characteristics of different grouts. It is suggested that a photograph of the
Development of International Standards, Guides and Recom-
actual grout surface be retained after the testing.
mendations issued by the World Trade Organization Technical
Barriers to Trade (TBT) Committee.
5. Significance and Use
5.1 Chemical-resistant polymer machinery grouts are used
2. Referenced Documents
to provide precision support for machinery or equipment.
2
2.1 ASTM Standards:
NOTE 2—The machinery or equipment or support bases or plates, or
C904 Terminology Relating to Chemical-Resistant Nonme-
combination thereof, are positioned to the precise elevation and location
tallic Materials required. The bases or plates are typically placed on prepared foundations
and supported on temporary shims or support bolts (jack screws). Forms
are installed to contain the flowable grout. The grout is poured around the
1 perimeter in such a manner as to allow the grout to flow around and under
This test method is under the jurisdiction of ASTM Committee C09 on
the equipment base or plates. The grout subsequently hardens to provide
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
a strong rigid support layer capable of withstanding the stresses trans-
C09.41 on Hydraulic Cement Grouts.
ferred by the equipment to the foundation.Although the actual machinery
Current edition approved Dec. 15, 2018. Published February 2019. Originally
approved in 1996. Last previous edition approved in 2012 as C1339 – 02 (2012). base plate is typically metal and the cover plate in this test uses acrylic
DOI: 10.1520/C1339_C1339M-18. glass, different grouts using acrylic glass cover plates has proven useful
2
For referenced ASTM stan
...
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: C1339 − 02 (Reapproved 2012) C1339/C1339M − 18
Standard Test Method for
Flowability and Bearing Area of Chemical-Resistant Polymer
1
Machinery Grouts
This standard is issued under the fixed designation C1339;C1339/C1339M; 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 Scope*
1.1 This test method covers the measure of flowability of chemical-resistant polymer machinery grouts as evaluated in a 2-in.
(5-cm) or 1-in. (2.5-cm) pour thickness. 50-mm [2-in.] or 25-mm [1-in.] pour thickness in a laboratory setting. The test method
provides for the assessment of upper surface plate contact area (bearing area). These grouts will typically be two- or
three-component at least two component formulations that may be used for installations where grout thickness will range from 1
to 6 in. (2.5 to 15 cm)25 to 150 mm [1 to 6 in.] underneath the base or plates being grouted.
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 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 the standard.
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
2.1 ASTM Standards:
C904 Terminology Relating to Chemical-Resistant Nonmetallic Materials
3. Terminology
3.1 Definitions—For definition of terms used in this test method, see Terminology C904.
4. Summary of Test Method
4.1 Polymer machinery grout of a flowable consistency is poured into a hopper at one end of a shallow plastic trough with a
clear plastic cover plate.
4.2 A movable gate is raised, allowing the grout to flow from the hopper into the trough. The times for the grout to first contact
the end plate and to establish full length contact with the top cover plate are recorded and used as indices of flowability.
4.3 After the grout hardens, the mold and top plate are removed. The top surface of the grout is wire brushed to expose any
surface air bubbles or voids, and a visual estimate is made of the percentage of grout top surface area that is in contact with the
plate. Visual guides are provided for comparative purposes (see Fig. 1 and Fig. 2).
NOTE 1—Two figures are used to visually represent sections of two different types of void distribution as the rating of effective bearing area is based
on comparison from these illustrations. The void distribution and appearance may vary from these illustrations based on the rheological characteristics
of different grouts. It is suggested that a photograph of the actual grout surface be retained after the testing.
1
This test method is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.41 on
Hydraulic Cement Grouts.
Current edition approved Aug. 1, 2012Dec. 15, 2018. Published September 2012February 2019. Originally approved in 1996. Last previous edition approved in 20082012
as C1339 – 02 (2008).(2012). DOI: 10.1520/C1339-02R12.10.1520/C1339_C1339M-18.
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’sstandard’s Document Summary page on the ASTM website.
*A Summary of Changes section appears at the end of this standard
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