ASTM D1751-04
(Specification)Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)
Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)
SCOPE
1.1 This specification covers preformed expansion joint filler having relatively little extrusion and substantial recovery after release from compression.
1.2 The values stated in inch-pound units are to be regarded as standard. Note 1—Attention is called to Specification D 1752 and to Specification D 994.
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Designation: D 1751 – 04
Standard Specification for
Preformed Expansion Joint Filler for Concrete Paving and
Structural Construction (Nonextruding and Resilient
1
Bituminous Types)
This standard is issued under the fixed designation D 1751; 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 4. Material
1.1 This specification covers preformed expansion joint 4.1 This product shall consist of preformed sheets or strips
filler having relatively little extrusion and substantial recovery made from cane or other suitable fibers of a cellulosic nature
after release from compression. securely bound together and then uniformly saturated with
1.2 The values stated in inch-pound units are to be regarded asphalt; or strips formed from clean granulated cork securely
as standard. bound together by a suitable asphalt binder and encased
between two layers of saturated felt or two layers of glass-fiber
NOTE 1—Attention is called to Specification D 1752 and to Specifica-
felt.
tion D 994.
4.2 Preformedstripsofexpansionjointfillershallbeofsuch
2. Referenced Documents character as not to be deformed or broken by twisting, bending,
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or other ordinary handling when exposed to atmospheric
2.1 ASTM Standards:
conditions.
D 545 Methods for Preformed Expansion Joint Fillers for
ConcreteConstruction(NonextrudingandResilientTypes)
5. Requirements Requirements
D 994 Specification for Preformed Expansion Joint Filler
5.1 Test Specimen—The sample to be tested shall be cut
for Concrete (Bituminous Type)
from the sheet, as manufactured, and shall be representative of
D 1752 Specification for Preformed Sponge Rubber Cork
the sheet stock.
and Expansion Joint Fillers for Concrete Paving and
5.2 Compression—The stress required to compress the test
Structural Construction
specimen to 50 % of its thickness before test shall be not less
3. Ordering Information than 100 and not more than 750 psi (689 to 5171 kPa). If the
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nominal thickness of the specimen is less than ⁄2 in. (13 mm),
3.1 Products conforming to this specification are manufac-
1 3 a maximum stress of 1250 psi (8618 kPa) will be permitted.
tured in sheet form to a range of thicknesses; namely ⁄4 , ⁄8 ,
1 3 The sample after compression, shall show a loss of not more
⁄2 , ⁄4 , and 1 in. Sheet sizes may be 3 or 4 ft in width and
than 3 % of its original weight.
standard length of 10 ft. Purchaser must specify sheet sizes
5.3 Extrusion—Test specimen shall be compressed to 50 %
when ordering.
of its thickness before test with three of its edges restrained.
3.2 Joint filler in strip form is cut from the sheets as
The amount of extrusion of the free edge shall not exceed 0.25
manufactured. When ordering joint filler strips, the purchaser
in. (6.4 mm).
must specify thickness, width, and length; strip widths are
5.4 Recovery—The test specimen shall be compressed to
available from 2 in. in increments of one half inch.
50 % of its thickness before test. The load shall be released
immediately after application. At the end of 10 min after
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This specification is under the jurisdiction of ASTM Committee D04 on Road
release of the applied load, the specimen shall have recovered
and Paving Materials and is the direct responsibility of Subcommittee D04.34 on
to at least 70 % of its thickness before test.
Preformed Joint Fillers, Sealers, and Sealing Systems.
5.4.1 In case of failure to comply with the above require-
Current edition approved Dec. 1, 2004. Published December 2004. Originally
approved in 1983. Last previous edition approved in 1999 as D 99.
ments, the test specimen shall be given three applications of a
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
load sufficient to compress the material 50 % of its thickness
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
before test. The load shall be released immediately after each
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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D1751–04
application. At the end of 1 h after the third application, the 7. Sampling
specimen shall have recovered to at least 70 % of its thickness
7.1 SizeandNumberofSamples—Eachsampleshallconsist
before test.
of sufficient material to provide at least five test specimens
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5.5 Density—For fibre joint only, oven dry the specimen at measuring 4 ⁄2 by 4 ⁄2 in. (114
...
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