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ASTM D2026-97(2010)

(Specification)

Standard Specification for Cutback Asphalt (Slow-Curing Type)

Standard Specification for Cutback Asphalt (Slow-Curing Type)

ABSTRACT
This specification establishes the property requirements and tests for cutback petroleum asphalts of the slow-curing type for use in the construction and treatment of pavements. The asphalt shall not foam when heated to application temperature and shall conform to the following requirements when undergone through appropriate tests: flash point (Cleveland open cup); kinematic viscosity; distillation (total distillate volume); asphalt residue; ductility; solubility in trichloroethylene; and water content.
SCOPE
1.1 This specification covers cutback petroleum asphalts of the slow-curing type for use in the construction and treatment of pavements.

General Information

Status
Historical
Publication Date
31-Dec-2009
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 D2026-97(2004) - Standard Specification for Cutback Asphalt (Slow-Curing Type)
Effective Date
01-Jan-2010
Replaced By
ASTM D2026/D2026M-97(2010)e1 - Standard Specification for Cutback Asphalt (Slow-Curing Type)
Effective Date
01-Jan-2010
Referred By
ASTM D3142/D3142M-17 - Standard Test Method for Specific Gravity, API Gravity, or Density of Cutback Asphalts by Hydrometer Method
Effective Date
01-Jan-2010
Referred By
ASTM D4223/D4223M-20 - Standard Practices for Preparation of Test Specimens of Asphalt-Stabilized Soils
Effective Date
01-Jan-2010

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ASTM D2026-97(2010) - Standard Specification for Cutback Asphalt (Slow-Curing Type)ASTM D2026-97(2010) - Standard Specification for Cutback Asphalt (Slow-Curing Type)
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ASTM D2026-97(2010) - Standard Specification for Cutback Asphalt (Slow-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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D2026 – 97 (Reapproved 2010)
Standard Specification for
1
Cutback Asphalt (Slow-Curing Type)
This standard is issued under the fixed designation D2026; 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 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 slow-curing type for use in the construction and treatment
(Bitumens)
of pavements.
3. Properties
2. Referenced Documents
2 3.1 The cutback asphalt shall not foam when heated to
2.1 ASTM Standards:
application temperature and shall conform to the requirements
D92 Test Method for Flash and Fire Points by Cleveland
prescribed in Table 1.
Open Cup Tester
D95 Test Method for Water in Petroleum Products and
4. Test Methods
Bituminous Materials by Distillation
4.1 The material shall be sampled in accordance with
D113 Test Method for Ductility of Bituminous Materials
Practice D140, and the properties enumerated in this specifi-
D140 Practice for Sampling Bituminous Materials
cation shall be determined in accordance with the following
D243 Test Method for Residue of Specified Penetration
ASTM test methods:
D402 Test Method for Distillation of Cutback Asphaltic
4.1.1 Flash Point (Cleveland Open Cup)—Test Method
(Bituminous) Products
D92.
4.1.2 Viscosity, Kinematic—Test Method D2170.
4.1.3 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 this specification with the desired
Current edition approved Jan. 1, 2010. Published February 2010. Originally
accuracy, receivers graduated in 0.1-mL divisions shall be used.
approved in 1963. Last previous edition approved in 2004 as D2026 – 97 (2004).
DOI: 10.1520/D2026-97R10.
4.1.4 Asphalt Residue—Test Method D243.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
4.1.5 Ductility—Test Method D113.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
4.1.6 Solubility in Trichloro
...

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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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3.1 This test method is used for determining either the amount of moisture or the amount of volatile petroleum distillates in asphalt mixtures.  
3.2 Applicable standards are those in which measurements or calibrations are made, samples are procured, or products are selected.3
SCOPE
1.1 This test method covers the determination, by direct measurement, of moisture or volatile fractions of the asphalt in asphalt mixtures.  
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