ASTM D7741/D7741M-11e1
(Test Method)Standard Test Method for Measurement of Apparent Viscosity of Asphalt-Rubber or Other Asphalt Binders by Using a Rotational Hand Held Viscometer
Standard Test Method for Measurement of Apparent Viscosity of Asphalt-Rubber or Other Asphalt Binders by Using a Rotational Hand Held Viscometer
SIGNIFICANCE AND USE
This test is primarily used for field production control of Asphalt-Rubber (A-R) and other high viscosity binders; however the test can also be used in a laboratory setting.
A hand held rotational viscometer is used to measure the apparent viscosity of a completed blend of A-R or high viscosity binder. A rotor (spindle), turning at constant speed, is inserted in the liquid binder to be measured. The resistance to movement of the spindle (torque) caused by the viscosity of the surrounding liquid is measured using a special mechanism to obtain direct readings in Pa·s or cP.
Note 1—Spindle generally made of stainless steel, although another metal such as brass could be used.
The measured apparent viscosity is used to control the production of the A-R or other high viscosity binder, to assess the uniformity of the binder produced or for other related purposes.
As the spindle turns in the A-R or other high viscosity binder, it has a tendency to “drill” into the sample (i.e., for A-R, the spindle spins the rubber particles out of the measurement area). Consequently, the apparent viscosity drops to reflect only the liquid phase of the high viscosity binder. Therefore, the peak viscosity measurement value is recorded to reflect the viscosity of the blended material.
SCOPE
1.1 The use of high viscosity asphalt binders like Asphalt-Rubber is becoming more common in the United States and worldwide. Specifications such as Specification D6114 note the need for field control of the apparent viscosity and require the use of a field production rotational viscometer. The testing of Asphalt-Rubber Binder for use in Asphalt- Rubber Hot Mix and for Asphalt-Rubber Membrane is necessary to ensure consistent mix properties that will ensure good performance of these materials. Logistics of field applications limits the use of conventional laboratory controls and testing equipment. This test, using a hand held rotational viscometer can be conducted in either the field or laboratory to determine the apparent viscosity of Asphalt-Rubber and other high viscosity binders for field production control and to assess the uniformity of the binder produced or for other related purposes.
1.2 Asphalt-Rubber Binder consists of a blend of paving grade asphalt cement and crumb rubber as described in Specification D6114. Other high viscosity asphalt binders may consist of asphalts modified with polymer or fiber or both. Testing is performed following the specified reaction time, if any, within the production process. Control of the raw materials is separate from the test.
1.3 The values stated in SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; each system shall be used independently of the other. Combining values from the two systems may result in non-compliance with the standard.
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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Designation: D7741/D7741M − 11
Standard Test Method for
Measurement of Apparent Viscosity of Asphalt-Rubber or
Other Asphalt Binders by Using a Rotational Hand Held
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Viscometer
This standard is issued under the fixed designation D7741/D7741M; 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.
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ε NOTE—The designation of this standard was changed in 2012 to reflect its combined-units status.
1. Scope 2. Referenced Documents
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1.1 The use of high viscosity asphalt binders like Asphalt- 2.1 ASTM Standards:
Rubber is becoming more common in the United States and D6114 Specification for Asphalt-Rubber Binder
worldwide.SpecificationssuchasSpecificationD6114notethe
3. Significance and Use
need for field control of the apparent viscosity and require the
use of a field production rotational viscometer. The testing of
3.1 This test is primarily used for field production control of
Asphalt-Rubber Binder for use in Asphalt- Rubber Hot Mix
Asphalt-Rubber (A-R) and other high viscosity binders; how-
and for Asphalt-Rubber Membrane is necessary to ensure
ever the test can also be used in a laboratory setting.
consistent mix properties that will ensure good performance of
3.2 Ahand held rotational viscometer is used to measure the
these materials. Logistics of field applications limits the use of
apparent viscosity of a completed blend of A-R or high
conventional laboratory controls and testing equipment. This
viscosity binder.Arotor (spindle), turning at constant speed, is
test, using a hand held rotational viscometer can be conducted
inserted in the liquid binder to be measured. The resistance to
in either the field or laboratory to determine the apparent
movementofthespindle(torque)causedbytheviscosityofthe
viscosity of Asphalt-Rubber and other high viscosity binders
surrounding liquid is measured using a special mechanism to
for field production control and to assess the uniformity of the
obtain direct readings in Pa·s or cP.
binder produced or for other related purposes.
NOTE 1—Spindle generally made of stainless steel, although another
1.2 Asphalt-Rubber Binder consists of a blend of paving
metal such as brass could be used.
grade asphalt cement and crumb rubber as described in
3.3 The measured apparent viscosity is used to control the
Specification D6114. Other high viscosity asphalt binders may
production of the A-R or other high viscosity binder, to assess
consist of asphalts modified with polymer or fiber or both.
the uniformity of the binder produced or for other related
Testing is performed following the specified reaction time, if
purposes.
any, within the production process. Control of the raw materi-
als is separate from the test. 3.4 As the spindle turns in the A-R or other high viscosity
binder,ithasatendencyto“drill”intothesample(i.e.,forA-R,
1.3 The values stated in SI units or inch-pound units are to
the spindle spins the rubber particles out of the measurement
be regarded separately as standard. The values stated in each
area).Consequently,theapparentviscositydropstoreflectonly
systemmaynotbeexactequivalents;eachsystemshallbeused
the liquid phase of the high viscosity binder. Therefore, the
independently of the other. Combining values from the two
peak viscosity measurement value is recorded to reflect the
systems may result in non-compliance with the standard.
viscosity of the blended material.
1.4 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the
4. Apparatus
responsibility of the user of this standard to establish appro-
4.1 Viscometer—hand held rotational type viscometer (see
priate safety and health practices and determine the applica-
Fig. 1). The viscometer shall be equipped with a level bubble
bility of regulatory limitations prior to use.
to ensure proper orientation of the viscometer in the sample to
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This test method is under the jurisdiction of ASTM Committee D04 on Road
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and Paving Materials and is the direct responsibility of Subcommittee D04.44 on For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Rheological Tests. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Current edition approved Dec. 1, 2011. Published January 2012. Last published Standards volume information, refer to the standard’s Document Summary page on
January 2012 as D7741–11. DOI: 10.1520/D7741_D7741M-11E01. the ASTM website.
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D7741/D7741M −
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