Standard Test Methods for Asphalt Content of Bituminous Mixtures by the Nuclear Method

SIGNIFICANCE AND USE
These test methods are useful as a rapid, nondestructive technique for determination of asphalt content of bituminous mixtures.
These test methods are suitable for quality control and acceptance testing for construction and for research and development applications. The test method is used for determination of asphalt content only as it does not provide extracted aggregate for gradation analysis.
The non-destructive nature of the test allows repetitive measurements to be made on a single test sample for statistical analysis of test data.
These test methods determine the asphalt content of a test sample by comparing the measured asphalt content with previously established calibration data.
The asphalt content of a material expressed as a percentage, is the ratio of the mass of asphalt in a given mass of material to the total mass of the sample or to the mass of the solid material particles.
SCOPE
1.1 These test methods cover the procedures for determining the asphalt content of samples of uncompacted bituminous mixtures (Test Method A), and of laboratory compacted specimens of bituminous mixtures (Test Method B) by examining a test sample with an apparatus that utilizes neutron thermalization techniques.
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
1.3 A precision and bias statement for Method B in this standard has not been developed at this time. Therefore, Method B should not be used for acceptance or rejection of a material for purchasing purposes.
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. See Section 6 and 8.4.2, 8.5.6, and Note 4, for specific hazards.

General Information

Status
Historical
Publication Date
30-Nov-2010
Current Stage
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ASTM D4125/D4125M-10 - Standard Test Methods for Asphalt Content of Bituminous Mixtures by the Nuclear Method
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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: D4125/D4125M − 10
StandardTest Methods for
Asphalt Content of Bituminous Mixtures by the Nuclear
1
Method
This standard is issued under the fixed designation D4125/D4125M; 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.
1. Scope D1461 Test Method for Moisture or Volatile Distillates in
Bituminous Paving Mixtures
1.1 These test methods cover the procedures for determin-
D1559 Test Method for Resistance to Plastic Flow of Bitu-
ing the asphalt content of samples of uncompacted bituminous
minous Mixtures Using Marshall Apparatus (Withdrawn
mixtures (Test Method A), and of laboratory compacted
3
1998)
specimens of bituminous mixtures (Test Method B) by exam-
D1561 Practice for Preparation of Bituminous Mixture Test
ining a test sample with an apparatus that utilizes neutron
Specimens by Means of California Kneading Compactor
thermalization techniques.
D3387 Test Method for Compaction and Shear Properties of
1.2 The values stated in either SI units or inch-pound units
Bituminous Mixtures by Means of the U.S. Corps of
are to be regarded separately as standard. The values stated in
Engineers Gyratory Testing Machine (GTM)
each system may not be exact equivalents; therefore, each
D4013 Practice for Preparation of Test Specimens of Bitu-
system shall be used independently of the other. Combining
minous Mixtures by Means of Gyratory Shear Compactor
3
values from the two systems may result in non-conformance
(Withdrawn 2013)
with the standard.
1.3 A precision and bias statement for Method B in this 3. Significance and Use
standard has not been developed at this time. Therefore,
3.1 These test methods are useful as a rapid, nondestructive
Method B should not be used for acceptance or rejection of a
technique for determination of asphalt content of bituminous
material for purchasing purposes.
mixtures.
1.4 This standard does not purport to address all of the
3.2 These test methods are suitable for quality control and
safety concerns, if any, associated with its use. It is the
acceptance testing for construction and for research and
responsibility of the user of this standard to establish appro-
development applications. The test method is used for deter-
priate safety and health practices and determine the applica-
mination of asphalt content only as it does not provide
bility of regulatory limitations prior to use. See Section 6 and
extracted aggregate for gradation analysis.
8.4.2, 8.5.6, and Note 4, for specific hazards.
3.3 The non-destructive nature of the test allows repetitive
measurements to be made on a single test sample for statistical
2. Referenced Documents
analysis of test data.
2
2.1 ASTM Standards:
3.4 These test methods determine the asphalt content of a
C670 Practice for Preparing Precision and Bias Statements
test sample by comparing the measured asphalt content with
for Test Methods for Construction Materials
previously established calibration data.
D75 Practice for Sampling Aggregates
3.4.1 The asphalt content of a material expressed as a
D140 Practice for Sampling Bituminous Materials
percentage, is the ratio of the mass of asphalt in a given mass
D979 Practice for Sampling Bituminous Paving Mixtures
of material to the total mass of the sample or to the mass of the
solid material particles.
1
These test methods are under the jurisdiction of ASTM Committee D04 on
4. Interferences
Road and Paving Materials and is the direct responsibility of Subcommittee D04.25
on Analysis of Bituminous Mixtures.
4.1 The fundamental assumptions inherent in this test
Current edition approved Dec. 1, 2010. Published December 2010. Originally
method are that the material under test is homogeneous and
approved in 1983. Last previous edition approved in 2005 as D4125 – 05. DOI:
10.1520/D4125_D4125M-10.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on The last approved version of this historical standard is referenced on
the ASTM website. www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

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D4125/D4125M − 10
that hydrogen present is in the form of asphalt or has been
otherwise accounted for in the calibration process.
4.2 Accurate results will be dependent upon proper calibra-
tion of the apparatus to the material being tested.
4.3 Thisapparatusmeasuresthetotalamountofhydrogenin
the sample i
...

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