Standard Test Methods for Quantitative Extraction of Bitumen From Bituminous Paving Mixtures

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1.1 These test methods cover the quantitative determination of bitumen in hot-mixed paving mixtures and pavement samples. Aggregate obtained by these test methods may be used for sieve analysis using Test Method C 117 and Test Method C 136.
1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.
1.3 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. Specific hazards are given in Section 7.
Note 1—The results obtained by these test methods may be affected by the age of the material tested, with older samples tending to yield slightly lower bitumen content. Best quantitative results are obtained when the test is made on mixtures and pavements shortly after their preparation. It is difficult to remove all the asphalt when some aggregates are used and some chlorides may remain within the mineral matter affecting the measured asphalt content.

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09-Dec-2001
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ASTM D2172-01 - Standard Test Methods for Quantitative Extraction of Bitumen From Bituminous Paving Mixtures
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NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: D 2172 – 01
Standard Test Methods for
Quantitative Extraction of Bitumen From Bituminous Paving
1
Mixtures
This standard is issued under the fixed designation D 2172; 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.
4
1. Scope D 604 Specification for Diatomaceous Silica Pigment
3
D 979 Practice for Sampling Bituminous Paving Mixtures
1.1 These test methods cover the quantitative determination
D 1461 Test Method for Moisture or Volatile Distillates in
of bitumen in hot-mixed paving mixtures and pavement
3
Bituminous Paving Mixtures
samples. Aggregate obtained by these test methods may be
D 1856 Test Method for Recovery of Asphalt from Solution
used for sieve analysis using Test Method C 117 and Test
3
by Abson Method
Method C 136.
D 2111 Test Methods for Specific Gravity of Halogenated
1.2 The values stated in inch-pound units are to be regarded
5
Organic Solvents and Their Admixtures
as the standard. The values given in parentheses are for
D 6368 Specification for Vapor-Degreasing Grade and Gen-
information only.
5
eral Grade normal–Propyl Bromide
1.3 This standard does not purport to address all of the
2.2 Federal Specifications:
safety concerns, if any, associated with its use. It is the
6
O-T-634 (latest) Trichloroethylene, Technical
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
3. Summary of Test Methods
bility of regulatory limitations prior to use. Specific hazards are
3.1 The paving mixture is extracted with trichloroethylene,
given in Section 7.
1,1,1-trichloroethane or methylene chloride using the extrac-
NOTE 1—The results obtained by these test methods may be affected by
tion equipment applicable to the particular method. The bitu-
the age of the material tested, with older samples tending to yield slightly
men content is calculated by difference from the mass of the
lower bitumen content. Best quantitative results are obtained when the test
extracted aggregate, moisture content, and mineral matter in
is made on mixtures and pavements shortly after their preparation. It is
the extract. The bitumen content is expressed as mass percent
difficult to remove all the asphalt when some aggregates are used and
of moisture-free mixtures.
some chlorides may remain within the mineral matter affecting the
measured asphalt content.
4. Significance and Use
2. Referenced Documents
4.1 All of these test methods can be used for quantitative
2.1 ASTM Standards:
determinations of bitumen in hot-mixed paving mixtures and
C 117 Test Method for Materials Finer than 75-μm (No. pavement samples for specification acceptance, service evalu-
2
200) Sieve in Mineral Aggregates by Washing
ation, control, and research. Each method prescribes the
C 128 Test Method for Density, Relative Density (Specific
solvent or solvents and any other reagents that can be used in
2
Gravity), and Absorption of Fine Aggregate
the test method. Test Method D 1856 requires that Method A be
C 136 Test Method for Sieve Analysis of Fine and Coarse
used when asphalt is recovered from solution.
2
Aggregates
5. Apparatus
C 670 Practice for Preparing Precision and Bias Statements
2
for Test Methods for Construction Materials 5.1 Oven, capable of maintaining the temperature at 230 6
D 70 Test Method for Specific Gravity and Density of
9°F (110 6 5°C).
3
Semi-Solid Bituminous Materials (Pycnometer Method) 5.2 Pan, flat, 12 in. (305 mm) long, 8 in. (203 mm) wide,
and 1 in. (25 mm) deep.
5.3 Balance, or balances having an accuracy of at least
1
These test methods are under the jurisdiction of ASTM Committee D04 on
0.01 % of the sample mass.
Road and Paving Materials and are the direct responsibilities of Subcommittee
D04.25 on Analysis of Bituminous Mixtures.
4
Current edition approved Dec. 10, 2001. Published February 2002. Originally Annual Book of ASTM Standards, Vol 06.03.
5
published as D 2172 – 63 T. Last previous edition D 2172 – 95. Annual Book of ASTM Standards, Vol 15.05.
2 6
Annual Book of ASTM Standards, Vol 04.02. Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700
3
Annual Book of ASTM Standards, Vol 04.03. Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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D 2172
TABLE 1 Size of Sample
5.4 Hot Plate, electric, 700-W continuous or low, medium,
and high settings. Nomin
...

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