Standard Terminology Relating to Formed-in-Place Sealants for Joints and Cracks in Pavements (Withdrawn 2009)

SCOPE
1.1 This terminology covers terms related to joint and crack sealing in pavements. The terminology is useful for describing material types and pavement types and the application of sealants and fillers to pavements.
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
WITHDRAWN RATIONALE
This terminology covers terms related to joint and crack sealing in pavements. The terminology is useful for describing material types and pavement types and the application of sealants and fillers to pavements.
Formerly under the jurisdiction of Committee D04 on Road and Paving Materials, this test method was withdrawn in June 2009. This standard is being withdrawn without replacement due to its being redundant with Terminology D 8.

General Information

Status
Withdrawn
Publication Date
30-Nov-2003
Withdrawal Date
31-May-2009
Current Stage
Ref Project

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ASTM D5535-98(2003) - Standard Terminology Relating to Formed-in-Place Sealants for Joints and Cracks in Pavements (Withdrawn 2009)
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D5535–98 (Reapproved 2003)
Standard Terminology
Relating to Formed-in-Place Sealants for Joints and Cracks
in Pavements
This standard is issued under the fixed designation D 5535; 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.
1. Scope through chemical reaction.
hot-applied sealant, n—a compound that is applied in a
1.1 This terminology covers terms related to joint and crack
molten state and cures primarily by cooling to ambient
sealing in pavements. The terminology is useful for describing
temperatures.
material types and pavement types and the application of
joint, n—a designed and constructed or sawed space or
sealants and fillers to pavements.
opening between adjoining pavement surfaces.
1.2 The values stated in SI units are to be regarded as the
maximum heating temperature, n—the maximum tempera-
standard. The values given in parentheses are for information
ture, as recommended by the manufacturer, to which a
only.
hot-applied sealant or filler for pavement cracks or joints can
2. Terminology be heated while conforming to all specification requirements
and result in appropriate application characteristics.
2.1 Terms and Their Definitions:
melter, n—a piece of equipment designed specifically to melt
application temperature, n—the range of material tempera-
and heat hot-applied sealant and filler accurately and con-
ture, as recommended by the manufacturer, that is to be used
trollably.
when installing sealant; for hot-applied sealants, the appli-
melter-applicator, n—a piece of equipment designed specifi-
cation temperature is any temperature between the minimum
cally to melt, heat accurately and controllably, and apply
application temperature and safe heating temperature.
hot-applied sealants and fillers to pavement cracks or joints
backer material, n—a compressible material that is placed in
uniformly.
joints or cracks before applying sealant to prevent bonding
minimum application temperature, n—
...

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