ASTM D1751-04(2008)

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 D 1752 and to Specification D 994.

General Information

• Status: Historical
• Publication Date: 30-Nov-2008
• ICS: 93.080.10 - Road construction
• Technical Committee: D04 - Road and Paving Materials
• Drafting Committee: D04.34 - Preformed Joint Fillers, Sealers and Sealing Systems

Relations

• Replaces: ASTM D1751-04 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)
• Effective Date: 01-Dec-2008
• Replaced By: ASTM D1751-04(2013)e1 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types)
• Effective Date: 01-Dec-2008
• Referred By: ASTM D994/D994M-11(2022) - Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type)
• Effective Date: 01-Dec-2008
• Referred By: ASTM D1752-18(2023) - Standard Specification for Preformed Sponge Rubber, Cork, and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction
• Effective Date: 01-Dec-2008
• Referred By: ASTM C898/C898M-09(2017) - Standard Guide for Use of High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane with Separate Wearing Course
• Effective Date: 01-Dec-2008

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D1751 −04(Reapproved 2008)
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 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.
1. Scope must specify thickness, width, and length; strip widths are
available from 2 in. in increments of one half inch.
1.1 This specification covers preformed expansion joint
filler having relatively little extrusion and substantial recovery
4. Material
after release from compression.
4.1 This product shall consist of preformed sheets or strips
1.2 The values stated in inch-pound units are to be regarded
made from cane or other suitable fibers of a cellulosic nature
as standard. The values given in parentheses are mathematical
securely bound together and then uniformly saturated with
conversions to SI units that are provided for information only
asphalt; or strips formed from clean granulated cork securely
and are not considered standard.
bound together by a suitable asphalt binder and encased
between two layers of saturated felt or two layers of glass-fiber
NOTE1—AttentioniscalledtoSpecificationD1752andtoSpecification
D994. felt.
4.2 Preformedstripsofexpansionjointfillershallbeofsuch
2. Referenced Documents
character as not to be deformed or broken by twisting, bending,
2
2.1 ASTM Standards:
or other ordinary handling when exposed to atmospheric
D545 Test Methods for Preformed Expansion Joint Fillers
conditions.
for Concrete Construction (Nonextruding and Resilient
Types)
5. Requirements
D994 Specification for Preformed Expansion Joint Filler for
5.1 Test Specimen—The sample to be tested shall be cut
Concrete (Bituminous Type)
from the sheet, as manufactured, and shall be representative of
D1752 Specification for Preformed Sponge Rubber Cork
the sheet stock.
and Recycled PVC Expansion Joint Fillers for Concrete
5.2 Compression—The stress required to compress the test
Paving and 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
1
nominal thickness of the specimen is less than ⁄2 in. (13 mm),
3.1 Products conforming to this specification are manufac-
1 3 1
a maximum stress of 1250 psi (8618 kPa) will be permitted.
tured in sheet form to a range of thicknesses; namely ⁄4, ⁄8, ⁄2,
3 The sample after compression, shall show a loss of not more
⁄4, and 1 in. Sheet sizes may be 3 or 4 ft in width and standard
than 3 % of its original weight.
length of 10 ft. Purchaser must specify sheet sizes when
ordering.
5.3 Extrusion—Test specimen shall be compressed to 50 %
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).
1
This specification is under the jurisdiction of ASTM Committee D04 on Road
5.4 Recovery—The test specimen shall be compressed to
and Paving Materials and is the direct responsibility of Subcommittee D04.34 on
50 % of its thickness before test. The load shall be released
Preformed Joint Fillers, Sealers and Sealing Systems.
immediately after application. At the end of 10 min after
Current edition approved Dec. 1, 2008. Published January 2009. Originally
release of the applied load, the specimen shall have recovered
approved in 1983. Last previous edition approved in 2004 as D1751 – 04. DOI:
10.1520/D1751-04R08.
to at least 70 % of its thickness before test.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.4.1 In case of failure to comply with the above
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
requirements, the test specimen shall be given three applica-
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. tions of a load sufficient to compress the material 50 % of its
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D1751−04 (2008)
thickness before test. The load shall be released immediately 7. Sampling
after each application. At the end of 1 h after the third
7.1 SizeandNumberofSamples—Each sample shall consist
application, the specimen shall have recovered to at least 70 %
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:D1751–99 Designation: D 1751 – 04 (Reapproved 2008)
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 (´) 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
1.1 This specification covers preformed expansion joint filler having relatively little extrusion and substantial recovery after
release from compression.
1.2The values stated in inch-pound units are to be regarded as standard.
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 D 1752 and to Specification D 994.
2. Referenced Documents
2
2.1 ASTM Standards:
D 545 Test Methods of Testing for Preformed Expansion Joint Fillers for Concrete Construction (Nonextruding and Resilient
Types)
D 994 Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type)
D 1752 Specification for Preformed Sponge Rubber Cork and Cork Recycled PVC Expansion Joint Fillers for Concrete Paving
and Structural Construction
3. Ordering Information
1 3 1 3
3.1 Products conforming to this specification are manufactured in sheet form to a range of thicknesses; namely ⁄4 , ⁄8 , ⁄2 , ⁄4
, and 1 in. Sheet sizes may be 3 or 4 ft in width and standard length of 10 ft. Purchaser must specify sheet sizes when ordering.
3.2 Joint filler in strip form is cut from the sheets as manufactured. When ordering joint filler strips, the purchaser must specify
thickness, width, and length; strip widths are available from 2 in. in increments of one half inch.
4. Material
4.1 Thisproductshallconsistofpreformedsheetsorstripsmadefromcaneorothersuitablefibersofacellulosicnaturesecurely
bound together and then uniformly saturated with asphalt; or strips formed from clean granulated cork securely bound together by
a suitable asphalt binder and encased between two layers of saturated felt or two layers of glass-fiber felt.
4.2 Preformed strips of expansion joint filler shall be of such character as not to be deformed or broken by twisting, bending,
or other ordinary handling when exposed to atmospheric conditions.
5. Requirements Requirements
5.1 Test Specimen— The sample to be tested shall be cut from the sheet, as manufactured, and shall be representative of the
sheet stock.
5.2 Compression— The stress required to compress the test specimen to 50 % of its thickness before test shall be not less than
1
100 and not more than 750 psi (689 to 5171 kPa). If the nominal thickness of the specimen is less than ⁄2 in. (13 mm), a maximum
1
This specification is under the jurisdiction ofASTM Committee D-4 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.34 on Preformed
Joint Fillers and Sealers.
Current edition approved June 10, 1999. Published June 1999. Originally published as D1751–83. Last previous edition D97.
1
ThisspecificationisunderthejurisdictionofASTMCommitteeD04onRoadandPavingMaterialsandisthedirectresponsibilityofSubcommitteeD04.34onPreformed
Joint Fillers, Sealers and Sealing Systems.
Current edition approved Dec. 1, 2008. Published January 2009. Originally approved in 1983. Last previous edition approved in 2004 as D 1751 – 04.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at [e-mail]. ForAnnualBookofASTMStandards
, Vol 04.03.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.
1

---------------------- Page: 1 ----------------------
D 1751 – 04 (2008)
stressof1250psi(8618kPa)willbepermitted.Thesampleaftercompression,shallshowalossofnotmorethan3 %ofitsoriginal
weight.
5.3 Extrusion—Test specimen shall be compressed to 50 % of its thickness before test with three of its edges restrained. The
amount of extrusion of the free edge shall not exceed 0.25 in. (6.4 mm).
5.4 Recovery—The test specimen shall be compr
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:D1751–04 Designation: D 1751 – 04 (Reapproved 2008)
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 (´) 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
1.1 This specification covers preformed expansion joint filler having relatively little extrusion and substantial recovery after
release from compression.
1.2The values stated in inch-pound units are to be regarded as standard.
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 D 1752 and to Specification D 994.
2. Referenced Documents
2
2.1 ASTM Standards:
D 545 Test Methods for Preformed Expansion Joint Fillers for Concrete Construction (Nonextruding and Resilient Types)
D 994 Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type)
D 1752 Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and
Structural Construction
3. Ordering Information
1 3 1 3
3.1 Products conforming to this specification are manufactured in sheet form to a range of thicknesses; namely ⁄4 , ⁄8 , ⁄2 , ⁄4
, and 1 in. Sheet sizes may be 3 or 4 ft in width and standard length of 10 ft. Purchaser must specify sheet sizes when ordering.
3.2 Joint filler in strip form is cut from the sheets as manufactured. When ordering joint filler strips, the purchaser must specify
thickness, width, and length; strip widths are available from 2 in. in increments of one half inch.
4. Material
4.1 Thisproductshallconsistofpreformedsheetsorstripsmadefromcaneorothersuitablefibersofacellulosicnaturesecurely
bound together and then uniformly saturated with asphalt; or strips formed from clean granulated cork securely bound together by
a suitable asphalt binder and encased between two layers of saturated felt or two layers of glass-fiber felt.
4.2 Preformed strips of expansion joint filler shall be of such character as not to be deformed or broken by twisting, bending,
or other ordinary handling when exposed to atmospheric conditions.
5. Requirements Requirements
5.1 Test Specimen— The sample to be tested shall be cut from the sheet, as manufactured, and shall be representative of the
sheet stock.
5.2 Compression— The stress required to compress the test specimen to 50 % of its thickness before test shall be not less than
1
100 and not more than 750 psi (689 to 5171 kPa). If the nominal thickness of the specimen is less than ⁄2 in. (13 mm), a maximum
stressof1250psi(8618kPa)willbepermitted.Thesampleaftercompression,shallshowalossofnotmorethan3 %ofitsoriginal
weight.
1
ThisspecificationisunderthejurisdictionofASTMCommitteeD04onRoadandPavingMaterialsandisthedirectresponsibilityofSubcommitteeD04.34onPreformed
Joint Fillers, Sealers,Sealers and Sealing Systems.
Current edition approved Dec. 1, 2004.2008. Published December 2004.January 2009. Originally approved in 1983. Last previous edition approved in 19992004 as
D99.D 1751 – 04.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at [e-mail]. ForAnnualBookofASTMStandards
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.
1

---------------------- Page: 1 ----------------------
D 1751 – 04 (2008)
5.3 Extrusion—Test specimen shall be compressed to 50 % of its thickness before test with three of its edges restrained. The
amount of extrusion of the free edge shall not exceed 0.25 in. (6.4 mm).
5.4 Recovery—The test specimen shall be compressed to 50 % of its thickness before test. The load shall be released
immediately after application.At the end of 10 min after release of the applied load, the specimen shall have recovered to at least
70 % of its thickness before test.
5.4.1 In case of failure to comply with the above requirements, the t
...