Standard Practice for Resistance to Hydrostatic Pressure for Coatings Used in Below Grade Applications Applied to Masonry

SIGNIFICANCE AND USE
This test is meant to simulate the ability of a coating applied to a basement or other below grade masonry walls to prevent the intrusion of water through the coating caused by hydrostatic pressure from water on the outside of the structure.
SCOPE
1.1 This practice is for the evaluation of coatings used in below grade applications to resist the passage of water through concrete block.
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses 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 to determine the applicability of regulatory limitations prior to use.

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Historical
Publication Date
31-Oct-2004
Current Stage
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ASTM D7088-04 - Standard Practice for Resistance to Hydrostatic Pressure for Coatings Used in Below Grade Applications Applied to Masonry
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D7088–04
Standard Practice for
Resistance to Hydrostatic Pressure for Coatings Used in
Below Grade Applications Applied to Masonry
This standard is issued under the fixed designation D 7088; 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 (e) indicates an editorial change since the last revision or reapproval.
1. Scope in outside dimensions with a hollow inside area (cell) of a
nominal 10 by 13 by 20 cm (4 by 5 by 8 in.) with a nominal
1.1 This practice is for the evaluation of coatings used in
wall thickness of 4 cm (1 ⁄2 in.) are coated on all four faces
below grade applications to resist the passage of water through
with the test paint and allowed to cure. Rubber gaskets are
concrete block.
sealed to the top and bottom of the test blocks typically with an
1.2 The values stated in SI units are to be regarded as the
epoxy or sealant. Water is then used to fill each coated test
standard. The values given in parentheses are for information
block. They are allowed to sit for seven days. Air pressure is
only.
then introduced and the face of the blocks is evaluated for the
1.3 This standard does not purport to address all of the
size and frequency of water droplets on the face of the coating,
safety concerns, if any, associated with its use. It is the
any blistering, loss of adhesion, softening, discoloration or
responsibility of the user of this standard to establish appro-
other film irregularities.
priate safety and health practices and to determine the
applicability of regulatory limitations prior to use.
4. Significance and Use
2. Referenced Documents 4.1 This test is meant to simulate the ability of a coating
applied to a basement or other below grade masonry walls to
2.1 ASTM Standards:
prevent the intrusion of water through the coating caused by
D 714 Test Method for Evaluating Degree of Blistering of
hydrostatic pressure from water on the outside of the structure.
Paints
D 1475 Test Method for Density of Liquid Coatings, Inks,
5. Apparatus
and Related Products
5.1 The metal frame test apparatus used in this practice (See
D 3924 Specification for Standard Environment for Condi-
Fig. 1) consists of a series of bolts and wing nuts used for
tioning and Testing Paint, Varnish, Lacquer, and Related
clamping the plate tightly against the gasket and the test block.
Materials
The top metal plate has an opening in the center into which a
D 3925 Practice for Sampling Liquid Paints and Related
pipe cap is drilled and tapped to receive an air supply from a
Pigmented Coatings
compressor tank or hand pump to increase in inside pressure.
2.2 U. S. Federal Standards
(See Fig. 2.)
TT-P-1411A Paint, Copolymer-Resin, Cementitious (for
3 5.2 The test apparatus typically consists of the following:
Waterproofing Concrete and Masonry Walls)
5.2.1 Galvanized Steel Top and Bottom Plates, measuring
1 1
3. Summary of Practice 28 by 28 by 0.3 cm (11 by 11 by ⁄8 in.), each with ⁄4 in. holes
drilled along the outer edges of the plates for insertion of
3.1 Commercially available concrete blocks or concrete
screws and bolts to secure the blocks. There are typically three
masonry units, typically 20 by 20 by 20 cm (8 by 8 by 8 in.)
holes on each side. In addition, the top plate should have a 2.5
cm (1 in.) diameter hole in the center for insertion of the air
This practice is under the jurisdiction of ASTM Committee D01 on Paint and
supply.
Related Coatings, Materials, and Applications and is the direct responsibility of 1
5.2.2 Bolts(8),12by ⁄4 in. with accompanying washers and
Subcommittee D01.47 on Masonry Treatments.
wing nut screws to secure each block.
Current edition approved Nov. 1, 2004. Published November 2004.
5.2.3 Air Compressor, capable of pressurizing the test
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
blocks to approximately 4 pounds per square inch (psi)
Standards volume information, refer to the standard’s Document Summary page on
equipped with a pressure regulator to control the air pressure
the ASTM website.
3 being applied to the block.
Available from Standardization Documents Order Desk, DODSSP, Bldg. 4,
Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D7088–04
FIG. 1
5.2.4 Rubber Gaskets (2),20by20by0.5cm(8by8by ⁄4 8.3 Place blocks on corks or a stand to ensure that the top
in.) to be placed on top and bottom of the test block. The and the bottom of the blocks are not coated.
gaskets to be used for the top of the block should have an
8.4 Determine the density of the paint in accordance with
opening to assure that air pressure can be applied.
procedures outlined inTest Method D 1475 and apply the paint
to each block using a good quality nylon/polyester brush at the
6. Reagents and Materials
coverage rate specified by the manufacturer, or at a coverage
6.1 Concrete Masonry Units (3),20by20by20cm(8by8
rate of 75 square feet per gallon using the following equation:
by 8 in.) blocks with hollow cores with an inside openings
454 3 Density ~lb/gal!3 Area ~in sq. in.!
(cell) typically 10 by 13 by 20 cm (4 by 5 by 8 in.) in size and Grams of Paint Needed 5
144 3 Coverage Rate ~sq. ft/gal!
walls approximately 4 cm (1 ⁄2 in.) thick. These blocks are
(1)
typical of the masonry units used in construction and may be
8.5 Allow blocks to dry overn
...

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