Standard Test Method for Bulk Specific Gravity and Density of Non-Absorptive Compacted Bituminous Mixtures

SCOPE
1.1 This test method covers the determination of bulk specific gravity and density of specimens of compacted bituminous mixtures.
1.2 This test method should not be used with samples that contain open or interconnecting voids or absorb more than 2 % of water by volume, or both, as determined in .
1.3 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

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Publication Date
31-Jan-2004
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ASTM D2726-04 - Standard Test Method for Bulk Specific Gravity and Density of Non-Absorptive Compacted Bituminous Mixtures
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D 2726 – 04
Standard Test Method for
Bulk Specific Gravity and Density of Non-Absorptive
1
Compacted Bituminous Mixtures
This standard is issued under the fixed designation D 2726; 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 D 4753 Specification for Evaluating, Selecting, and Speci-
fying Balances and Scales for Use in Soil, Rock, and
1.1 This test method covers the determination of bulk
Construction Materials Testing
specific gravity and density of specimens of compacted bitu-
D 6752 Test Method for Bulk Specific Gravity and Density
minous mixtures.
of Compacted Bituminous Mixtures Using Automatic
1.2 This test method should not be used with samples that
Vacuum Sealing Method
contain open or interconnecting voids or absorb more than 2 %
of water by volume, or both, as determined in 10.3.
3. Terminology
1.3 The values stated in SI units are to be regarded as the
3.1 Definitions of Terms Specific to This Standard:
standard. The values given in parentheses are for information
3.1.1 bulk density—as determined by this test method, the
only.
mass of a metre cubed (or foot cubed) of the material at 25°C
1.4 This standard does not purport to address all of the
(77°F).
safety concerns, if any, associated with its use. It is the
3.1.2 bulk specific gravity—as determined by this test
responsibility of the user of this standard to establish appro-
method, the ratio of the mass of a given volume of material at
priate safety and health practices and determine the applica-
25°C to the mass of an equal volume of water at the same
bility of regulatory limitations prior to use.
temperature.
2. Referenced Documents
4. Summary of Test Method
2
2.1 ASTM Standards:
4.1 The specimen is immersed in a water bath at 25°C
C 670 Practice for Preparing Precision and Bias Statements
(77°F). The mass under water is recorded, and the specimen is
for Test Methods for Construction Materials
takenoutofthewater,blottedquicklywithadampclothtowel,
D 979 Practice for Sampling Bituminous Paving Mixtures
and weighed in air. The difference between the two masses is
D 1188 Test Method for Bulk Specific Gravity and Density
used to measure the mass of an equal volume of water at 25°C.
ofCompactedBituminousMixturesUsingParaffin-Coated
4.2 This test method provides guidance for determination of
Specimens
the oven dry or thoroughly dry mass of the specimen.The bulk
D 1461 Test Method for Moisture or Volatile Distillates in
specific gravity is calculated from these masses. Then the
Bituminous Paving Mixtures
density is obtained by multiplying the specific gravity of the
D 3203 Test Method for Percent Air Voids in Compacted
specimen by the density of the water.
Dense and Open Bituminous Paving Mixtures
D 3666 SpecificationforMinimumRequirementsforAgen-
5. Significance and Use
cies Testing and Inspecting Road and Paving Materials
5.1 The results obtained from this test method can be used
to determine the unit weight of compacted dense bituminous
mixtures and in conjunction with Test Method D 3203, to
1
This test method is under the jurisdiction of ASTM Committee D04 on Road
obtain percent air voids. These values in turn may be used in
and Paving Materials and is the direct responsibility of Subcommittee D04.21 on
determining the relative degree of compaction.
Specific Gravity and Density of Bituminous Mixtures.
5.2 Since specific gravity has no units, it must be converted
Current edition approved Feb. 1, 2004. Published February 2004. Originally
approved in 1968. Last previous edition approved in 2000 as D 2726–00.
to density in order to do calculations that require units. This
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
conversion is made by multiplying the specific gravity at a
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
given temperature by the density of water at the same tempera-
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. ture.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

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D2726–04
NOTE 1—The personnel and equipment used in performing this test can
thoroughly dry (that is, laboratory-prepared dried specimens),
be evaluated in accordance with Practice D 3666.
are to be tested in accordance with 9.2.All others are assumed
to contain moisture or solvent and are to be tested in accor-
6. Apparatus
dance with 9.1.
...

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