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ASTM D2028/D2028M-10

(Specification)

Standard Specification for Cutback Asphalt (Rapid-Curing Type)

Standard Specification for Cutback Asphalt (Rapid-Curing Type)

ABSTRACT
This specification covers cutback petroleum asphalts of the rapid-curing type for use in the construction and treatment of pavements. The cutback asphalt shall not foam when heated to application temperature and shall conform to the requirements prescribed for the following: (1) kinematic viscosity, (2) flash point, (3) distillate content, (4) amount of residue from distillation, (5) properties of residue from distillation such as viscosity, ductility, and solubility in trichloroethylene, and (6) water content. The properties enumerated shall be determined by the specified test methods including tag open-cup flash point, distillation, and penetration tests.
SCOPE
1.1 This specification covers cutback petroleum asphalts of the rapid-curing type for use in the construction and treatment of pavements.
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.

General Information

Status
Historical
Publication Date
31-May-2010
ICS
91.100.50 - Binders. Sealing materials
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.40 - Asphalt Specifications
Current Stage
Ref Project

Relations

Replaces
ASTM D2028-97(2004) - Standard Specification for Cutback Asphalt (Rapid-Curing Type)
Effective Date
01-Jun-2010
Referred By
ASTM D2399-21 - Standard Practice for Selection of Cutback Asphalts
Effective Date
01-Jun-2010
Referred By
ASTM D1369-19 - Standard Practice for Quantities of Materials for Asphalt-Aggregate Surface Treatments
Effective Date
01-Jun-2010
Referred By
ASTM D8-22a - Standard Terminology Relating to Materials for Roads and Pavements
Effective Date
01-Jun-2010
Referred By
ASTM D4215-21 - Standard Specification for Cold-Mixed, Cold-Laid Asphalt Paving Mixtures
Effective Date
01-Jun-2010

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ASTM D2028/D2028M-10 - Standard Specification for Cutback Asphalt (Rapid-Curing Type)ASTM D2028/D2028M-10 - Standard Specification for Cutback Asphalt (Rapid-Curing Type)
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REDLINE ASTM D2028/D2028M-10 - Standard Specification for Cutback Asphalt (Rapid-Curing Type)REDLINE ASTM D2028/D2028M-10 - Standard Specification for Cutback Asphalt (Rapid-Curing Type)
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Standards Content (Sample)

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: D2028/D2028M −10
StandardSpecification for
1
Cutback Asphalt (Rapid-Curing Type)
This standard is issued under the fixed designation D2028/D2028M; 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 D2042 Test Method for Solubility of Asphalt Materials in
Trichloroethylene
1.1 This specification covers cutback petroleum asphalts of
D2170 Test Method for Kinematic Viscosity of Asphalts
the rapid-curing type for use in the construction and treatment
(Bitumens)
of pavements.
D2171 Test Method for Viscosity of Asphalts by Vacuum
1.2 The values stated in either SI units or inch-pound units
Capillary Viscometer
are to be regarded separately as standard. The values stated in
D3143 Test Method for Flash Point of CutbackAsphalt with
each system may not be exact equivalents; therefore, each
Tag Open-Cup Apparatus
system shall be used independently of the other. Combining
values from the two systems may result in non-conformance 3. Properties
with the standard.
3.1 The cutback asphalt shall not foam when heated to
application temperature and shall conform to the requirements
2. Referenced Documents
prescribed in Table 1.
2
2.1 ASTM Standards:
D5 Test Method for Penetration of Bituminous Materials 4. Test Methods
D95 Test Method for Water in Petroleum Products and
4.1 The material shall be sampled in accordance with
Bituminous Materials by Distillation
Practice D140, and the properties enumerated in this specifi-
D113 Test Method for Ductility of Bituminous Materials
cation shall be determined in accordance with the following
D140 Practice for Sampling Bituminous Materials
ASTM methods:
D402 Test Method for Distillation of Cutback Asphaltic
4.1.1 Flash Point (Tag Open-Cup)—Test Method D3143.
(Bituminous) Products
4.1.2 Viscosity, Kinematic—Test Method D2170.
4.1.3 Viscosity, at 60°C [140°F]—Test Method D2171.
4.1.4 Distillation—Test Method D402.
1
This specification is under the jurisdiction of ASTM Committee D04 on Road
and Paving Materials and is the direct responsibility of Subcommittee D04.40 on
NOTE 1—If a 100-mL graduate does not permit sufficiently close
Asphalt Specifications.
readings to determine conformity to these specifications with the desired
Current edition approved June 1, 2010. Published June 2010. Originally
accuracy, receivers graduated in 0.1-mL divisions shall be used.
approved in 1963. Last previous edition approved in 2004 as D2028–97(2004).
DOI: 10.1520/D2028-10.
4.1.5 Penetration—Test Method D5.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
4.1.6 Ductility—Test Method D113.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
4.1.7 Solubility in Trichloroethylene—Test Method
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:D2028–97 (Reapproved 2004) Designation: D2028/D2028M – 10
Standard Specification for
1
Cutback Asphalt (Rapid-Curing Type)
This standard is issued under the fixed designation D2028/D2028M; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope
1.1 This specification covers cutback petroleum asphalts of the rapid-curing type for use in the construction and treatment of
pavements.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
D5 Test Method for Penetration of Bituminous Materials
D95 Test Method for Water in Petroleum Products and Bituminous Materials by Distillation
D113 Test Method for Ductility of Bituminous Materials
D140 Practice for Sampling Bituminous Materials
D402 Test Method for Distillation of Cutback Asphaltic (Bituminous) Products
D2042 Test Method for Solubility of Asphalt Materials in Trichloroethylene
D2170 Test Method for Kinematic Viscosity of Asphalts (Bitumens)
D2171 Test Method for Viscosity of Asphalts by Vacuum Capillary Viscometer
D3143 Test Method for Flash Point of Cutback Asphalt with Tag Open-Cup Apparatus
3. Properties
3.1 Thecutbackasphaltshallnotfoamwhenheatedtoapplicationtemperatureandshallconformtotherequirementsprescribed
in Table 1.
4. Test Methods
4.1 The material shall be sampled in accordance with Practice D140, and the properties enumerated in this specification shall
be determined in accordance with the following ASTM methods:
4.1.1 Flash Point (Tag Open-Cup) —Test Method D3143.
4.1.2 Viscosity, Kinematic—Test Method D2170.
4.1.3 Viscosity, at 60°C [140°F]—Test Method D2171.
4.1.4 Distillation—Test Method D402.
NOTE 1—If a 100-mL graduate does not permit sufficiently close readings to determine conformity to these specifications with the desired accuracy,
receivers graduated in 0.1-mL divisions shall be used.
4.1.4
4.1.5 Penetration—Test Method D5.
4.1.5
4.1.6 Ductility—Test Method D113.
4.1.6
4.1.7 Solubility in Trichloroethylene —Test Method D2042.
1
This specification is under the jurisdiction ofASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.40 onAsphalt
Specifications.
Current edition approved MarchJune 1, 2004.2010. Published March 2004.June 2010. Originally approved in 1963. Last previous edition approved in 19972004 as
D2028–97(2004). DOI: 10.1520/D2028-97R04.10.1520/D2028-10.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book ofASTM Standards
volume information, refer to the standard’s Docume
...

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1.3 Warning—Mercury has been designated by the United States Environmental Protection Agency (EPA) and many state agencies as a hazardous material that can cause central nervous system, kidney, and liver damage. Mercury, or its vapor, may be hazardous to health and corrosive to materials. Caution should be taken when handling mercury and mercury-containing products. See the applicable product Material Safety Data Sheet (MSDS) or Safety Data Sheet (SDS) for details and the EPA’s website—http://www.epa.gov/mercury/faq.htm—for additional information. Users should be aware that selling mercury, mercury-containing products, or both, in your state may be prohibited by state law.  
1.4 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 nonconformance with the standard.  
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3.2 Applicable standards are those in which measurements or calibrations are made, samples are procured, or products are selected.3
SCOPE
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1.2 The values stated in SI units are to be regarded as the standard. No other units of measurement are included in this standard.  
1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
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Note 1: An alternate method for determining the density of semi-solid and solid asphalt materials is Test Method D70/D70M. For materials which are too fluid for use of this method, use Test Method D3142/D3142M.  
1.2 The values stated in SI units are to be regarded as the standard. No other units of measurement are included in this standard.  
1.3 Warning— Mercury has been designated by the United States Environmental Protection Agency (EPA) and many state agencies as a hazardous material that can cause central nervous system, kidney, and liver damage. Mercury or its vapor may be hazardous to health and corrosive to materials. Caution should be taken when handling mercury and mercury-containing products. See the applicable product Safety Data Sheet (SDS) for details and EPA’s website—www.epa.gov/mercury/faq.htm—for additional information. Users should be aware that selling mercury, mercury-containing products, or both, in your state may be prohibited by state law.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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