ASTM D1190-97
(Specification)Standard Specification for Concrete Joint Sealer, Hot-Applied Elastic Type (Withdrawn 2002)
Standard Specification for Concrete Joint Sealer, Hot-Applied Elastic Type (Withdrawn 2002)
SCOPE
1.1 This specification covers joint sealants of the hot-poured type intended for use in sealing joints and cracks in portland cement concrete and asphaltic concrete pavements.
1.2 This standard does not purport to cover the properties required of sealants for use in areas of portland cement concrete pavement subject to jet fuel or other fuel spillage, such as aircraft refueling and maintenance areas.
1.3 The values in inch-pound units are the standard.
General Information
Standards Content (Sample)
Designation: D 1190 – 97
Standard Specification for
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Concrete Joint Sealer, Hot-Applied Elastic Type
This standard is issued under the fixed designation D 1190; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope safe-heating temperature, which is the maximum temperature
to which the material may be heated and still conform to this
1.1 This specification covers joint sealants of the hot-poured
specification’s requirements.
type intended for use in sealing joints and cracks in portland
4.2 Cone Penetration, Non-immersed at 77°F (25°C), 150
cement concrete and asphaltic concrete pavements.
g, 5 s, shall not exceed 90.
1.2 This standard does not purport to cover the properties
4.3 Flow—at 140°F (60°C) shall not exceed 5 mm when
required of sealants for use in areas of portland cement
tested for 5 h.
concrete pavement subject to jet fuel or other fuel spillage,
4.4 Bond, Non-immersed—The sealant shall be tested at 0°F
such as aircraft refueling and maintenance areas.
(−17.8°C) for five complete cycles. The development at any
1.3 The values in inch-pound units are the standard.
time during the test procedure of a crack, separation, or other
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2. Referenced Documents
opening that at any point is over ⁄4 in. (6.4 mm) deep, in the
sealant or between the sealant and the concrete block, shall
2.1 ASTM Standards:
constitute failure of the test specimen. The depth of the crack,
D 1985 Practice for Preparing Concrete Blocks for Testing
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separation, or opening shall be measured perpendicular to the
Sealants, for Joints and Cracks
side of the sealant showing the defect. At least two test
D 5167 Practice for Melting of Hot-Applied Joint and Crack
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specimens in a group of three representing a given sample of
Sealant and Filler for Evaluation
sealant shall meet this requirement for bond.
D 5249 Specification for Backer Material for Use with
Cold- and Hot-Applied Joint Sealants in Portland-Cement
5. Sampling and Heating
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Concrete and Asphalt Joints
5.1 Sampling
D 5329 Test Methods for Sealants and Fillers, Hot-Applied,
5.1.1 Samples may be taken at the plant or warehouse prior
for Joints and Cracks in Asphaltic and Portland-Cement
2 to delivery or at the time of delivery, at the option of the
Concrete Pavements
purchaser. If sampling is done prior to shipment, the inspector
3. General Requirements representing the purchaser shall have free access to the material
to be sampled. The inspector shall be afforded all reasonable
3.1 The joint sealant shall be composed of a mixture of
facilities for inspection and sampling which shall be conducted
materials that will form a resilient and adhesive compound
so as not to interfere unnecessarily with the operation of the
capable of effectively sealing joints in concrete against the
works.
infiltration of moisture and foreign material throughout re-
5.1.2 Samples shall consist of one of the manufacturer’s
peated cycles of expansion and contraction with temperature
original sealed containers selected at random from the lot or
changes, and that will not flow from the joint or be picked up
batch of finished material. A batch or lot shall be considered as
by vehicle tires at summer temperature. The material shall be
all finished material that was manufactured simultaneously or
capable of being brought to a uniform application consistency
continuously as a unit between the time of compounding and
suitable for completely filling the joints without inclusion of
the time of packaging or placing in shipping containers.
large air holes or discontinuities and without damage to the
5.1.3 Obtain the sealant portion for testing from the selected
material.
manufacturer’s original sealed container in accordance with
4. Physical Requirements
Practice D 5167. The sample portion added to and heated in the
melter shall weigh 800 6 50 g.
4.1 Pour Point shall be at least 20°F (11°C) lower than the
5.2 Heating—Heat the material in accordance with Practice
D 5167.
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This specification is under the jurisdiction of ASTM Committee D-4 on Road
5.2.1 The oil bath in the melter shall be heated to a
and Paving Materials and is the direct responsibility of Subcommittee D04.33 on
temperature between the sealant’s safe heating temperature and
Formed-In-Place Sealants for Joints and Cracks in Pavements.
Current edition approved May 10, 1997. Published February 1998. Originally
75°F (41.7°C) above the sealant’s safe heating temperature.
published as D 1190 – 52. Last previous edition D 1190 – 96.
(Never allow the oil temperature to exceed 550°F (288°C)).
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Annual Book of ASTM Standards, Vol 04.03.
Copyright © ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, United States.
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