ASTM D1856-95a(2003)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
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Designation:D1856–95a (Reapproved 2003)
Standard Test Method for
Recovery of Asphalt From Solution by Abson Method
This standard is issued under the fixed designation D1856; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope 4. Significance and Use
1.1 This test method covers the recovery by the Abson 4.1 The asphalt should be extracted from the aggregate-
methodofasphaltfromasolutionfromapreviouslyconducted asphalt mixture in accordance with MethodAof Test Methods
extraction. The asphalt is recovered with properties substan- D2172 (centrifuge method) as there is some experimental
tially the same as those it possessed in the bituminous mixture evidence that the recovered asphalt may have slightly lower
and in quantities sufficient for further testing. penetration values when recovered from solutions obtained
1.2 This standard does not purport to address all of the from hot extraction methods.
safety concerns, if any, associated with its use. It is the
5. Apparatus
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica- 5.1 Centrifuge, batch unit capable of exerting a minimum
centrifugal force of 770 times gravity, or continuous unit
bility of regulatory limitations prior to use.
capable of exerting a minimum force of 3000 times gravity.
2. Referenced Documents
(The apparatus specified in Test Methods D96 may also be
2.1 ASTM Standards: used.)
C670 Practice for Preparing Precision and Bias Statements 5.2 Centrifuge Tubes—A supply of wide-mouth bottles or
for Test Methods for Construction Materials centrifuge tubes as shown in Fig. 1 or Fig. 2 of Test Methods
D96 Test Methods forWater and Sediment in Crude Oil by D96.
Centrifuge Method (Field Procedure) 5.3 DistillationAssembly,asshowninFig.1,andconsisting
D2172 Test Methods for Quantitative Extraction of Bitu- of the following items:
men from Bituminous Paving Mixtures 5.3.1 Extraction Flasks—Two 250-ml, wide-mouth, heat-
D2939 Test Methods for Emulsified Bitumens Used as resistant flasks, one for distillation and the other for the
Protective Coatings receiver.
E1 Specification forASTM Liquid-in-GlassThermometers 5.3.2 Glass Tubing—Heat-resistant glass tubing, having
10-mm inside diameter and gooseneck shaped (as shown in
3. Summary of Test Method
Fig. 1) for connecting the flask to the condenser.
3.1 The solution of solvent and asphalt from a prior extrac- 5.3.3 Inlet Aeration Tube, at least 180 mm in length,
tion is distilled under prescribed conditions to a point where
having a 6-mm outside diameter with a 10-mm bulb carrying
most of the solvent has been distilled, at which time carbon six staggered side holes approximately 1.5 mm in diameter.
dioxidegasisintroducedintothedistillationprocesstoremove
5.3.4 ElectricHeatingMantle,withvariabletransformer,oil
all traces of the extraction solvent. The recovered asphalt bath, or fluidized sand bath, to fit a 250-ml flask.
(distillation residue) can then be subjected to further testing as
5.3.5 Water-Jacketed Condenser,Allihn type, with 200-mm
required. minimum jacket length or equivalent.
5.3.6 Thermometer—An ASTM Low Distillation Ther-
mometer 7E or 7F, as specified, having a range from−2 to
This method is under the jurisdiction of ASTM Committee D04 on Road and
300°C or 30 to 580°F, respectively, and conforming to the
Paving Materials and is the direct responsibility of Subcommittee D04.25 on
requirements in Specification E1.
Analysis of Bituminous Mixtures.
Current edition approved Dec. 1, 2003. Published January 2004. Originally
approved in 1961. Last previous edition approved in 1995 as D1852–95a.
2 4
For referenced ASTM standards, visit the ASTM website, www.astm.org, or An “International” No. 2 centrifuge operating at 1900 rpm or an “SMM
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Continuous Centrifuge” exerting a force of 3000 times gravity at 9000 rpm, have
Standards volume information, refer to the standard’s Document Summary page on been found satisfactory for this purpose.
the ASTM website. Inlet Aeration Tube, Part No. 226, available from Wm. A. Sales, Ltd., 419
Withdrawn. Harvester Court, Wheeling, Ill. 60090; request Part No. 226.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D1856–95a (2003)
FIG. 1 Distillation Assembly for Bitumen Recovery
Cincinnati, OH 45211-4438. 1990/1991 values. The TLV is a time weighted
5.3.7 GasFlowmeter, asshowninFig.1,oranyflowmeter
average for an exposure period of 8 h per day, 5 days per week.
capable of indicating a gas flow of up to 1000 ml/min.
B
Shorttermexposurelimit(STEL)asestablishedbyACGIH.1990/1991values.
5.3.8 Corks, No. 20, drilled as shown in Fig. 1.
5.3.9 Flexible Elastomeric Tubing, resistant to chlorinated
8. Sample
solvents having sufficient length and size to connect the
8.1 Thesampleshallconsistofthesolutionfromaprevious
aerationtubetoflowmeter,andequippedwithapinchclampor
extraction by Method A of Test Methods D2172 of asphalt-
stopcock to close aeration tube prior to introducing carbon
aggregate mixture of sufficient quantity to result in 75 to 100 g
dioxide.
of recovered bitumen. More or less quantities of bitumen may
5.3.10 Separatory Funnel, (Alternative Procedure, see
9.3.1) 125-ml capacity. berecovered;however,thepropertiesoftherecoveredbitumen
may not be in agreement with those recovered of the afore-
6. Reagents and Materials
mentioned quantities, and in case of a disagreement, 75 to 100
g should be recovered.
6.1 Carbon Dioxide Gas—A pressurized tank, with
pressure-reducing valve or other convenient source.
8.2 During the extraction process, it is important that all of
6.2 The solvent for extracting the asphalt from mixtures the asphalt in the mixture be extracted as there could be some
should be reagent grade trichloroethylene.
selective solvency of the asphalt and the harder, more viscous
components of the asphalt might be left in the mixture if
7. Precautions
extraction is not carried to completion.
7.1 Caution—The solvent listed in 6.2 should be used only
8.3 Since heavy petroleum distillates such as mineral spirits
under a hood or with an effective surface exhaust system in a
or kerosine will affect the properties of the recovered asphalt,
well-ventilated area, since it is toxic to some degree as
it is important to avoid the use of such solvents in cleaning the
indicated below:
extraction and recovery apparatus and use only trichloroethyl-
A B
Solvent TLV, ppm STEL, ppm ene for cleaning. Residues of heavy petroleum solvents on the
Trichloroethylene 50 200
equipmentmaycontaminatetherecoveredasphaltandaffectits
_________
testproperties.Itisalsonecessarytousenewfilterrings,clean
A
Threshold limit value (TLV) as established by the American Conference of
felt pads, or other uncontaminated filtering media in the
Governmental Industrial Hygienists (ACGIH), Bldg. D-7, 6500 Glenway Ave.,
extraction process to avoid contamination from a previous
extraction.
6 8.4 Generally, the bitumen in mixtures will progressively
TheMonostatCorp.“Flowmeter”No.9144hasbeenfoundsatisfactoryforthis
harden when exposed to air, particularly if the mixtures are in
purpose.
Kimball separatory funnel No. 29028 has been found satisfactory for this
a loose condition. Therefore, it is important to protect bitumi-
purpose.
nous mixtures from exposure to air and preferably to store
Trichloroethylene, Technical Grade, Type I, Federal Specification O-T-634,
them in airtight containers at a temperature below 0°C (32°F)
latest revision may be used, but it is recommended that for each new supply of the
solvent a blank should be run on an asphalt of known properties. until they can be tested. When samples of bituminous mixture
D1856–95a (2003)
arewarmedforpreparingrepresentativeproportionsforextrac- contact with the bottom of the flask and introduce carbon
tion tests in accordance with Method A of Test Methods dioxide gas at a low rate (approximately 100 ml/min) to
D2172,theyshouldbeplacedinanovenincoveredcontainers provide agitation and prevent foaming. If foaming or bumping
andheatedtoamaximumtemperat
...