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ASTM D2028-97(2004)

(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.

General Information

Status
Historical
Publication Date
29-Feb-2004
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 - Standard Specification for Cutback Asphalt (Rapid-Curing Type)
Effective Date
01-Mar-2004
Replaced By
ASTM D2028/D2028M-10 - Standard Specification for Cutback Asphalt (Rapid-Curing Type)
Effective Date
01-Jun-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-Mar-2004
Referred By
ASTM D5360-15 - Standard Practice for Design and Construction of Bituminous Surface Treatments
Effective Date
01-Mar-2004
Referred By
ASTM D4223/D4223M-20 - Standard Practices for Preparation of Test Specimens of Asphalt-Stabilized Soils
Effective Date
01-Mar-2004

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ASTM D2028-97(2004) - Standard Specification for Cutback Asphalt (Rapid-Curing Type)ASTM D2028-97(2004) - Standard Specification for Cutback Asphalt (Rapid-Curing Type)
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ASTM D2028-97(2004) - Standard Specification for Cutback Asphalt (Rapid-Curing Type)
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D2028 – 97 (Reapproved 2004)
Standard Specification for
Cutback Asphalt (Rapid-Curing Type)
This standard is issued under the fixed designation D2028; 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 D2170 Test Method for Kinematic Viscosity of Asphalts
(Bitumens)
1.1 This specification covers cutback petroleum asphalts of
D3143 TestMethodforFlashPointofCutbackAsphaltwith
the rapid-curing type for use in the construction and treatment
Tag Open-Cup Apparatus
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
D5 Test Method for Penetration of Bituminous Materials
prescribed in Table 1.
D95 Test Method for Water in Petroleum Products and
Bituminous Materials by Distillation
4. Test Methods
D113 Test Method for Ductility of Bituminous Materials
4.1 The material shall be sampled in accordance with
D140 Practice for Sampling Bituminous Materials
Practice D140, and the properties enumerated in this specifi-
D402 Test Method for Distillation of Cutback Asphaltic
cation shall be determined in accordance with the following
(Bituminous) Products
ASTM methods:
D2042 Test Method for Solubility of Asphalt Materials in
4.1.1 Flash Point (Tag Open-Cup)—Test Method D3143.
Trichloroethylene
4.1.2 Viscosity, Kinematic—Test Method D2170.
4.1.3 Distillation—Test Method D402.
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 March 1, 2004. Published March 2004. Originally
accuracy, receivers graduated in 0.1-mL divisions shall be used.
approved in 1963. Last previous edition approved in 1997 as D2028–97. DOI:
4.1.4 Penetration—Test Method D5.
10.1520/D2028-97R04.
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 Trichloroethylene—Test Method D2042.
Standards volume information, refer to the standard’s Document Summary page on
4.1.7 Water—Test Method D95.
the ASTM
...

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1.1 This test method covers procedures for the determination of kinematic viscosity of liquid asphalts, road oils, and distillation residues of liquid asphalts all at 60 °C [140 °F] and of liquid asphalt binders at 135 °C [275 °F] (see table notes, 11.1) in the range from 6 to 100 000 mm2/s [cSt].  
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Note 1: This test method is suitable for use at other temperatures and at lower kinematic viscosities, but the precision is based on determinations on liquid asphalts and road oils at 60 °C [140 °F] and on asphalt binders at 135 °C [275 °F] only in the viscosity range from 30 to 6000 mm2/s [cSt].
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SCOPE
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SCOPE
1.1 This test method covers determination of the thickness (or height) of compacted asphalt mixture specimens.  
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Standard Test Method for Determination of Density and Relative Density of Asphalt, Semi-Solid Bituminous Materials, and Soft-Tar Pitch by Use of a Digital Density Meter (U-Tube)

SIGNIFICANCE AND USE
5.1 Values of density are used for converting volumes to units of mass and for correcting measured volumes at the measured temperature to a standard temperature using Practice D4311/D4311M.
Note 2: The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors; following the suggestions of Specification D3666 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.
SCOPE
1.1 This test method covers the determination of the relative density and density of semi-solid asphalt materials, asphalt binders, asphalt cements, and soft-tar pitches by use of a digital density meter (U-tube).
Note 1: Alternate methods for determining the density of semi-solid and solid asphalt materials and asphalt binders include Test Methods D3289, D3142/D3142M, and D70/D70M.  
1.2 The values stated in SI units are to be regarded as standard. The values given in parentheses are for information only. No other units of measurement are included in this standard, with the exception of temperature measurements. Units provided in degrees Fahrenheit are for reference purposes only. Temperatures given in degrees Celsius are to be considered standard.  
1.3 This test method should not be applied to petroleum distillates other than asphalt and asphalt binders. For the determination of density of all other petroleum distillates and viscous oils, use Test Method D4052 or D5002, or ISO 12185.  
1.4 The text of this standard references notes and footnotes which provide explanatory material. These footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
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1.1 This guide covers the physical and chemical requirements of virgin or recovered foundry sand for use as a fine aggregate in asphalt mixtures.  
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Standard Test Method for Viscosity of Asphalts by Vacuum Capillary Viscometer

SIGNIFICANCE AND USE
5.1 The viscosity at 60 °C [140 °F] characterizes flow behavior and may be used for specification requirements for cutback asphalt and asphalt binders.
Note 3: The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors; following the suggestions of Specification D3666 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.
SCOPE
1.1 This test method covers procedures for the determination of the apparent viscosity of asphalt binder by vacuum capillary viscometers at 60 °C [140 °F]. It is applicable to materials having viscosities in the range from 0.0036 to over 20 000 Pa·s [0.036 to over 200 000 P].  
Note 1: This test method is suitable for use at other temperatures, but the precision is based on determinations on asphalt binders at 60 °C [140 °F].
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