ASTM D3569-95(2000)
(Specification)Standard Specification for Joint Sealant, Hot-Applied, Elastomeric, Jet-Fuel-Resistant-Type for Portland Cement Concrete Pavements
Standard Specification for Joint Sealant, Hot-Applied, Elastomeric, Jet-Fuel-Resistant-Type for Portland Cement Concrete Pavements
SCOPE
1.1 This specification covers an elastomeric-type one component, hot-applied, jet-fuel-resistant concrete joint sealant, resistant to weathering, for use in sealing joints and cracks in Portland cement concrete highway and airfield pavements in critical areas subject to jet fuel spillage.
1.2 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. Specific hazard statements are given in Appendix X1.
General Information
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D 3569 – 95 (Reapproved 2000)
Standard Specification for
Joint Sealant, Hot-Applied, Elastomeric, Jet-Fuel-Resistant-
Type for Portland Cement Concrete Pavements
This standard is issued under the fixed designation D3569; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope free of internal voids due to placement or that develop
subsequently in service.
1.1 This specification covers an elastomeric-type one com-
ponent, hot-applied, jet-fuel-resistant concrete joint sealant,
4. Physical Requirements
resistant to weathering, for use in sealing joints and cracks in
4.1 Safe Heating Temperature—The highest temperature to
Portland cement concrete highway and airfield pavements in
whichthesealingcompoundcanbeheatedandstillconformto
critical areas subject to jet fuel spillage.
all the requirements specified herein. For the purposes of
1.2 This standard does not purport to address all of the
testing as specified hereafter, the pouring temperature for
safety concerns, if any, associated with its use. It is the
specimen preparation shall be the safe heating temperature, as
responsibility of the user of this standard to establish appro-
recommended by the sealant manufacturer. The safe heating
priate safety and health practices and determine the applica-
temperature shall be shown on all containers and shall be
bility of regulatory limitations prior to use. Specific hazard
provided to the testing agency before any laboratory tests are
statements are given in Appendix X1.
begun. The safe heating temperature shall be a minimum of
2. Referenced Documents 20°F (11°C) higher than the manufacturer’s recommended
application temperature. (See Appendix X1).
2.1 ASTM Standards:
4.2 Cone Penetration, Nonimmersed—At77 60.2°F(25 6
D5167 Practice for Melting of Hot-Applied Joint and
0.1°C), 150 g, for 5 s, shall not exceed 130 units.
Crack Sealant and Filler for Evaluation
4.3 Cone Penetration, Fuel-Immersed—The penetration
D5249 Specification for Backer Material for Use with
shall not exceed that of the nonimmersed penetration.
Cold- and Hot-Applied Joint Sealants in Portland-Cement
4.4 Flow—There shall be no flow after 72 h at 158 6 2°F
Concrete and Asphalt Joints
(70 6 1°C).
D5329 TestMethodsforSealantsandFillers,Hot-Applied,
4.5 Bond—The sealant shall be tested at 0 6 2°F (−17.86
for Joints and Cracks in Asphaltic and Portland Cement
1.1°C) for three complete cycles of 50% extension each. All
Concrete Pavements
three specimens shall meet the following requirements for
3. General Requirements
bond:
4.5.1 Nonimmersed— No specimen shall develop any
3.1 The joint sealant, when in place, shall form a resilient
crack, separation, or other opening in the sealing compound or
and cohesive compound that is resistant to weathering, and
between the sealing compound and the concrete blocks.
shall effectively seal joints in concrete throughout repeated
4.5.2 Water-Immersed— No specimen shall develop any
cycles of thermal expansion and contraction, and against the
crack, separation, or other opening in the sealing compound or
infiltration of moisture, jet-fuel and incompressibles. It shall
between the sealing compound and the concrete blocks.
not flow from the joint or be picked up by vehicle tires. The
4.5.3 Fuel-Immersed— No specimen shall develop any
joint sealant, before placement, shall be stable at the safe
crack, separation, or other opening in the sealing compound or
heating temperature for up to 6 h. The poured joints shall be
shall develop any separation between the sealant and the
concrete block deeper than 0.25 in. (6.4 mm) when measured
This specification is under the jurisdiction ofASTM Committee D04 on Road
perpendicular to the sealant surface and down the interface of
and Paving Materials and is the direct responsibility of Subcommittee D04.33 on
the block in the area showing the effect.
Formed-In-Place Sealants for Joints and Cracks in Pavements.
4.6 Resilience—When tested at 77 6 0.2°F (25 6 0.1°C),
Current edition approved Oct. 10, 1995. Published December 1995. Originally
published as D3569–85. Last previous edition D3569–85(1991)e . the recovery shall be a minimum of 60%.
Annual Book of ASTM Standards, Vol 04.03.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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.
D 3569 – 95 (2000)
4.7 Resilience, Oven-aged—When conditioned in a forced- 6. Test Methods
draft oven maintained at 158 6 2°F (70 6 1°C) for 24 62h,
6.1 Specimen Curing— All specimens shall be cured at
and tested at 77 6 0.2°F (25 6 0.1°C), the recovery shall be a
standard laboratory atmospheric conditions specified in Test
minimum of 60%.
Method D5329 for 72 6 2 h prior to beginning any testing.
4.8 Artificial Weathering—After 160 h of exposure, the
6.2 Cone Penetration, Nonimmersed—Use Test Method
joint sealant shall not flow, show tackiness, the presence of an
D5329.
oil-like film or reversion to a mastic-like substance, form
6.3 Cone Penetration, Fuel-Immersed—Use Test Method
surface blisters, either intact or broken, form internal voids,
D5329.
have surface crazing, cracking, hardening, or loss of rubber-
6.4 Flow—Use Test Method D5329.
like properties. Evidence of physical change in the surface of
6.4.1 Test the specimen at 158 6 2°F (70 6 1°C) for 72 h.
the material by visual and tactile examination shall constitute
6.5 Bond, Nonimmersed—Use Test Method D5329.
failure of this test.
6.5.1 After final scrubbing and blotting specified in Test
4.9 Tensile Adhesion— The average of three test specimens
Method D5329, the blocks shall be placed on their 1 in. by 2
shall be a minimum of 500% elongation.
in. (25.4 by 50.8 mm) faces and allowed to dry at standard
4.10 Flexibility— When conditioned in a forced-draft oven
laboratory conditions for 24 6 2 h prior to pouring bond test
maintained at 158 6 2°F (70 6 1°C) for 72 h and bent at 90°
specimens.There shall be no free moisture on any of the block
over a 0.25-in (6.4-mm) diameter mandrel, the specimen shall
surfaces when bond specimens are prepared. If necessary,
have no indication of surface crazing or cracking.
blotting may be done with an oil-free, clean, soft absorbent
4.11 Solubility—(A change in weight.) The change in
cloth or paper.
weight shall not exceed 62% and there shall be no cracking,
6.5.2 Immediately after conditioning, assemble the blocks
swelling, or softening of the specimens to a mastic-like
with spacers specified in Test Method D5329 to enclose an
consistency.
openingbetweentheblocksinwhichthesealantwillbepoured
which is 0.500 6 0.005 in. (12.7 6 0.13 mm) in width.
5. Sampling and Heating
6.5.3 After trimming and required curing, condition the
5.1 Sampling:
specimens at 0 6 2°F (−17.8 6 1°C) for not less than4hand
5.1.1 Samples may be taken at the plant or warehouse prior
then immediately begin extending the specimens 0.25 in. (6.4
to delivery or at the time of delivery, at the option of the
mm)atarateof0.125in.(3.2mm)perh.Thisresultsina50%
purchaser. If sampling is done prior to shipment, the inspector
extension.
representingthepurchasershallhavefreeaccesstothematerial
6.5.4 Recompress and re-extend the specimens for two
to be sampled. The inspector shall be afforded all reasonable
additional cycles for a total of three cycles. The three required
facilitiesforinspectionandsamplingthatshallbeconductedso
cycles shall be completed within a five day period.
as not to interfere unnecessarily with the operation of the
6.6 Bond, Water-Immersed—Use Test Method D5329.
works.
6.7 Bond, Fuel-Immersed—Use Test Method D5329.
5.1.2 Samples shall consist of one of the manufacturer’s
6.8 Resilience—Use Test Method D5329.
original sealed containers selected at random from the lot or
6.9 Resilience, Oven Aged—Use Tes
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