ASTM C199-84(2016)

Standard Test Method for Pier Test for Refractory Mortars

SIGNIFICANCE AND USE
3.1 This test method is used to estimate the application temperature limits of a refractory mortar and will establish its classification.  
3.2 This test method will be regarded as a pass or fail test because the results are based on observations of whether the mortar flowed from the joints as a result of the heat treatment used.  
3.3 Results obtained by this test method will not agree with those obtained in service when heating is done from only one side.  
3.4 This test method is not applicable for testing nonaqueous mortars.
SCOPE
1.1 This test method covers the determination of refractoriness of all types of refractory mortar by heating a pier of brick laid up with the test mortar to learn whether the prescribed heat treatment causes the mortar to flow out of the joints.  
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered 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 and health practices and determine the applicability of regulatory limitations prior to use.

General Information

• Status: Historical
• Publication Date: 31-May-2016
• ICS: 91.100.10 - Cement. Gypsum. Lime. Mortar
• Technical Committee: C08 - Refractories
• Drafting Committee: C08.01 - Strength

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C199 − 84 (Reapproved 2016)
Standard Test Method for
Pier Test for Refractory Mortars
This standard is issued under the fixed designation C199; 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.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope 3.4 This test method is not applicable for testing nonaque-
ous mortars.
1.1 This test method covers the determination of refractori-
ness of all types of refractory mortar by heating a pier of brick
4. Apparatus
laid up with the test mortar to learn whether the prescribed heat
4.1 Brick—Three 9-in. (228-mm) straight fireclay or high-
treatment causes the mortar to flow out of the joints.
alumina brick, conforming to the following respective require-
1.2 The values stated in inch-pound units are to be regarded
ments for refractories:
as standard. The values given in parentheses are mathematical
A
Class of Mortar to be Tested PCE, Not Lower than Cone No.
conversions to SI units that are provided for information only
High-alumina 36
and are not considered standard.
Super-duty 33
1.3 This standard does not purport to address all of the
High-duty 31 ⁄2
Medium-duty 29
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
A
See Test Method C24.
priate safety and health practices and determine the applica-
4.2 Spacing Rods—Nine joint-thickness spacing rods made
bility of regulatory limitations prior to use.
of ⁄32-in. (2-mm) diameter drill rod, cut into 6-in. (152-mm)
lengths.
2. Referenced Documents
4.3 Drying Oven, to accommodate five 9-in. (228-mm)
2.1 ASTM Standards:
straight brick standing on end, for use at 220 to 230°F (105 to
C24 Test Method for Pyrometric Cone Equivalent (PCE) of
110°C).
Fireclay and High Alumina Refractory Materials
C113 Test Method for Reheat Change of Refractory Brick
4.4 Furnace, capable of heating the test pier uniformly at
one of four temperatures, the highest being 3100°F (1705°C).
3. Significance and Use
5. Sampling
3.1 This test method is used to estimate the application
5.1 The sample of mortar evaluated will be a prepared test
temperature limits of a refractory mortar and will establish its
sample of about 10 lb (4.5 kg). If a larger quantity is presented,
classification.
ranging in size up to a commercial container, it must be
3.2 This test method will be regarded as a pass or fail test
reduced in size to about 10 lb (4.5 kg) for evaluation. To do
because the results are based on observations of whether the
this, the contents of the container shall be thoroughly mixed in
mortar flowed from the joints as a result of the heat treatment
the container, or transferred without loss to a clean impervious
used.
receptacle of larger size and mixed thoroughly to a uniform
3.3 Results obtained by this test method will not agree with
consistency. A10 lb (4.5 kg) test sample shall then be taken and
those obtained in service when heating is done from only one
sealed in a metal or glass container.
side.
6. Test Specimens
6.1 The test mortar shall be of troweling consistency. When
This test method is under the jurisdiction of ASTM Committee C08 on
working with wet mortars not at this consistency small
Refractories and is the direct responsibility of Subcommittee C08.01 on Strength.
amounts of water will be added, followed by thorough mixing
Current edition approved June 1, 2016. Published June 2016. Originally
until a troweling consistency is achieved. For dry mortars, the
approved in 1945. Last previous edition approved in 2011 as C199 – 84 (2011).
DOI: 10.1520/C0199-84R16.
mortar shall be thoroughly mixed with water to a troweling
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
consistency, and allowed to stand in a suitable sealed container
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
for a period of not less than 16 h before preparing the test
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. specimen.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. Un
...

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: C199 − 84 (Reapproved 2011) C199 − 84 (Reapproved 2016)
Standard Test Method for
Pier Test for Refractory Mortars
This standard is issued under the fixed designation C199; 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.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope
1.1 This test method covers the determination of refractoriness of all types of refractory mortar by heating a pier of brick laid
up with the test mortar to learn whether the prescribed heat treatment causes the mortar to flow out of the joints.
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical
conversions to SI units that are provided for information only and are not considered 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 and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2.1 ASTM Standards:
C24 Test Method for Pyrometric Cone Equivalent (PCE) of Fireclay and High Alumina Refractory Materials
C113 Test Method for Reheat Change of Refractory Brick
3. Significance and Use
3.1 This test method is used to estimate the application temperature limits of a refractory mortar and will establish its
classification.
3.2 This test method will be regarded as a pass or fail test because the results are based on observations of whether the mortar
flowed from the joints as a result of the heat treatment used.
3.3 Results obtained by this test method will not agree with those obtained in service when heating is done from only one side.
3.4 This test method is not applicable for testing nonaqueous mortars.
4. Apparatus
4.1 Brick—Three 9-in. (228-mm) straight fireclay or high-alumina brick, conforming to the following respective requirements
for refractories:
A
Class of Mortar to be Tested PCE, Not Lower than Cone No.
High-alumina 36
Super-duty 33
High-duty 31 ⁄2
Medium-duty 29
A
See Test Method C24.
4.2 Spacing Rods—Nine joint-thickness spacing rods made of ⁄32-in. (2-mm) diameter drill rod, cut into 6-in. (152-mm)
lengths.
4.3 Drying Oven, to accommodate five 9-in. (228-mm) straight brick standing on end, for use at 220 to 230°F (105 to 110°C).
This test method is under the jurisdiction of ASTM Committee C08 on Refractories and is the direct responsibility of Subcommittee C08.01 on Strength.
Current edition approved March 1, 2011June 1, 2016. Published May 2011June 2016. Originally approved in 1945. Last previous edition approved in 20052011 as
C199 – 84 (2005).(2011). DOI: 10.1520/C0199-84R11.10.1520/C0199-84R16.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
C199 − 84 (2016)
4.4 Furnace, capable of heating the test pier uniformly at one of four temperatures, the highest being 3100°F (1705°C).
5. Sampling
5.1 The sample of mortar evaluated will be a prepared test sample of about 10 lb (4.5 kg). If a larger quantity is presented,
ranging in size up to a commercial container, it must be reduced in size to about 10 lb (4.5 kg) for evaluation. To do this, the
contents of the container shall be thoroughly mixed in the container, or transferred without loss to a clean impervious receptacle
of larger size and mixed thoroughly to a uniform consistency. A10 lb (4.5 kg) test sample shall then be taken and sealed in a metal
or glass container.
6. Test Specimens
6.1 The test mortar shall be of troweling consistency. When working with wet mortars not at this consistency small amounts
of water will be added, followed by thorough mixing until a troweling consistency is achieved. For dry mortars, the mortar shall
be thoroughly mixed with water to a troweling consiste
...