Standard Test Method for Staining and Color Change of Single- or Multicomponent Joint Sealants

SCOPE
1.1 This test method describes an accelerated laboratory procedure to determine if a sample of a joint sealant will stain the substrate when in contract with masonry, concrete, or stone (such as marble, limestone, sandstone, and granite). This test method also is intended to determine whether the sealant itself will change in color when exposed to the weather.
1.2 The values stated in SI units are to be regarded as the standard. The value 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 determine the applicability of regulatory limitations prior to use.

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Publication Date
09-Jun-1997
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ASTM C510-90(1997)e1 - Standard Test Method for Staining and Color Change of Single- or Multicomponent Joint Sealants
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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
e1
Designation: C 510 – 90 (Reapproved 1997)
Standard Test Method for
Staining and Color Change of Single- or Multicomponent
Joint Sealants
This standard is issued under the fixed designation C 510; 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.
e NOTE—Keywords were added editorially in June 1997.
1. Scope 4. Significance and Use
1.1 This test method covers an accelerated laboratory pro- 4.1 Staining of a building is an aesthetically undesireable
cedure to determine if a sample of a joint sealant will stain the occurance. This test method evaluates the likelihood of a
substrate when in contract with masonry, concrete, or stone sealant causing early stain on a porous substrate due to certain
(such as marble, limestone, sandstone, and granite). This test chemical exudations from the sealant.
method also is intended to determine whether the sealant itself 4.1.1 This test method may not predict staining caused by
will change in color when exposed to the weather. such factors as residue run-down or dirt pick-up by a sealant
1.2 The values stated in SI units are to be regarded as the exudate.
standard. The value given in parentheses are for information 4.2 This test method is useful to predict potential color
only. changes in the sealant itself after weathering.
1.3 This standard does not purport to address all of the 4.3 See also Test Method D 2203.
safety concerns, if any, associated with its use. It is the
5. Apparatus
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica- 5.1 The exposure apparatus shall be an accelerated weath-
ering machine, twin enclosed carbon arc, with 102-18 deion-
bility of regulatory limitations prior to use.
ized water cycle (102 min light followed by 18 min light and
2. Referenced Documents
spray), conforming to Type D of Practice G 23.
2.1 ASTM Standards:
NOTE 1—Fluorescent and xenon-arc light sources are being investi-
C 109 Test Method for Compressive Strength of Hydraulic
gated as alternatives.
Cement Mortars (Using 2-in. or 50-mm Cube Specimens)
6. Materials
C 150 Specification for Portland Cement
C 207 Specification for Hydrated Lime for Masonry Pur-
6.1 Portland Cement, white, nonstaining, conforming to
poses
Type I of Specification C 150.
C 717 Terminology of Building Seals and Sealants
6.2 Hydrated Lime, conforming to Type S of Specification
D 2203 Test Method for Staining from Sealants
C 207.
G 23 Practice for Operating Light-Exposure Apparatus
6.3 Ottawa Sand, graded, white, conforming to the require-
(Carbon-Arc Type) With and Without Water for Exposure
ments of Section 4 of Test Method C 109.
of Nonmetallic Materials 3
6.4 Aluminum Plates, three 152 by 70-mm (6 by 2 ⁄4-in.),
No. 16 gage.
3. Terminology
6.5 Metal Frames,tworectangularnoncorrosive,designated
3.1 Definitions—For definitions of terms used in this test
as Aand B; frame Ashall be 6 mm ( ⁄4 in.) thick with the inside
method, see Terminology C 717.
opening slightly larger than an aluminum plate described in
6.4; frame B shall have inside dimensions of 127 by 38 by 6
1 1
mm (5 by 1 ⁄2 by ⁄4 in.) thick.
ThistestmethodisunderthejurisdictionofASTMCommitteeC24onBuilding
Seals and Sealants and is the direct responsibility of Subcommittee C24.40 on
7. Test Specimens
Weathering.
Current edition approved May 25, 1990. Published July 1990. Originally
7.1 The test specimen shall consist of a slab of mortar mix
published as C 510 – 63 T. Last previous edition C 510 – 77 (1983).
upon which is placed a layer of sealant.
Annual Book of ASTM Standards, Vol 04.01.
Annual Book of ASTM Standards, Vol 04.07.
Annual Book of ASTM Standards, Vol 14.02.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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