ASTM D1751-04(2013)e1
(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. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. Note 1—Attention is called to Specification D1752 and to Specification D994.
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´1
Designation:D1751 −04 (Reapproved 2013)
Standard Specification for
Preformed Expansion Joint Filler for Concrete Paving and
Structural Construction (Nonextruding and Resilient
Bituminous Types)
This standard is issued under the fixed designation D1751; 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.
This standard has been approved for use by agencies of the Department of Defense.
ε NOTE—Editorially corrected 5.5 in September 2013.
1. Scope 3.2 Joint filler in strip form is cut from the sheets as
manufactured. When ordering joint filler strips, the purchaser
1.1 This specification covers preformed expansion joint
must specify thickness, width, and length; strip widths are
filler having relatively little extrusion and substantial recovery
available from 2 in. in increments of one half inch.
after release from compression.
1.2 The values stated in inch-pound units are to be regarded
4. Material
as standard. The values given in parentheses are mathematical
4.1 This product shall consist of preformed sheets or strips
conversions to SI units that are provided for information only
made from cane or other suitable fibers of a cellulosic nature
and are not considered standard.
securely bound together and then uniformly saturated with
NOTE1—AttentioniscalledtoSpecificationD1752andtoSpecification
asphalt; or strips formed from clean granulated cork securely
D994.
bound together by a suitable asphalt binder and encased
between two layers of saturated felt or two layers of glass-fiber
2. Referenced Documents
felt.
2.1 ASTM Standards:
4.2 Preformedstripsofexpansionjointfillershallbeofsuch
D545 Test Methods for Preformed Expansion Joint Fillers
character as not to be deformed or broken by twisting, bending,
for Concrete Construction (Nonextruding and Resilient
or other ordinary handling when exposed to atmospheric
Types)
conditions.
D994 Specification for Preformed Expansion Joint Filler for
Concrete (Bituminous Type)
D1752 Specification for Preformed Sponge Rubber Cork 5. Requirements
and Recycled PVC Expansion Joint Fillers for Concrete
5.1 Test Specimen—The sample to be tested shall be cut
Paving and Structural Construction
from the sheet, as manufactured, and shall be representative of
the sheet stock.
3. Ordering Information
5.2 Compression—The stress required to compress the test
3.1 Products conforming to this specification are manufac-
specimen to 50 % of its thickness before test shall be not less
1 3 1
tured in sheet form to a range of thicknesses; namely ⁄4, ⁄8, ⁄2,
than 100 and not more than 750 psi (689 to 5171 kPa). If the
⁄4, and 1 in. Sheet sizes may be 3 or 4 ft in width and standard
nominal thickness of the specimen is less than ⁄2 in. (13 mm),
length of 10 ft. Purchaser must specify sheet sizes when
a maximum stress of 1250 psi (8618 kPa) will be permitted.
ordering.
The sample after compression, shall show a loss of not more
than 3 % of its original weight.
This specification is under the jurisdiction of ASTM Committee D04 on Road
5.3 Extrusion—Test specimen shall be compressed to 50 %
and Paving Materials and is the direct responsibility of Subcommittee D04.34 on
Preformed Joint Fillers, Sealers and Sealing Systems.
of its thickness before test with three of its edges restrained.
Current edition approved Sept. 1, 2013. Published November 2013. Originally
The amount of extrusion of the free edge shall not exceed 0.25
approved in 1983. Last previous edition approved in 2008 as D1751 – 04 (2008).
in. (6.4 mm).
DOI: 10.1520/D1751-04R13E01.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.4 Recovery—The test specimen shall be compressed to
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
50 % of its thickness before test. The load shall be released
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. immediately after application. At the end of 10 min after
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