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ASTM D977-98

(Specification)

Standard Specification for Emulsified Asphalt

Standard Specification for Emulsified Asphalt

SCOPE
1.1 This specification covers twelve grades of emulsified asphalt for use in pavement construction in the manner designated.

General Information

Status
Historical
Publication Date
09-Dec-1998
ICS
91.100.50 - Binders. Sealing materials
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.41 - Emulsified Asphalt Specifications
Current Stage
Ref Project

Relations

Replaced By
ASTM D977-03 - Standard Specification for Emulsified Asphalt
Effective Date
10-Feb-2003

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ASTM D977-98 - Standard Specification for Emulsified Asphalt
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D 977 – 98
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Specification for
1
Emulsified Asphalt
This standard is issued under the fixed designation D 977; 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 (e) 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 delivery. The emulsified asphalt shall be homogeneous after
thorough mixing provided separation has not been caused by
1.1 This specification covers thirteen grades of emulsified
freezing. Emulsified asphalts separated by freezing shall not be
asphalt for use in pavement construction in the manner
tested.
designated.
3.2 Emulsified asphalt shall conform to the requirements
2. Referenced Documents
prescribed in Table 1.
2.1 ASTM Standards:
4. Sampling
2
D 140 Practice for Sampling Bituminous Materials
2 4.1 Samples of emulsified asphalt shall be taken in accor-
D 244 Test Methods for Emulsified Asphalts
dance with Practice D 140.
3. Requirements 4.2 Samples shall be stored in clean, airtight sealed contain-
ers as specified in Practice D 140 at a temperature of not less
3.1 The emulsified asphalt shall be tested within 14 days of
than 4°C) until tested.
5. Test Methods
5.1 The properties of the emulsified asphalts given in Table
1
This specification is under the jurisdiction of ASTM Committee D-4 on Road 1 shall be determined in accordance with Test Methods D 244.
and Paving Materials and is the direct responsibility of Subcommittee D04.41 on
Emulsified Asphalt Specifications.
6. Keywords
Current edition approved Dec. 10, 1998. Published March 1999. Originally
6.1 anionic; emulsion; emulsified asphalt; high float; me-
published as D 977 – 48 T. Last previous edition D 977 – 97.
2
Annual Book of ASTM Standards, Vol 04.03. dium setting; rapid setting; slow setting
1

---------------------- Page: 1 ----------------------
D 977
2
NOTICE:¬This¬standard¬has¬either¬been¬superceded¬and¬replaced¬by¬a¬new¬version¬or¬discontinued.¬
Contact¬ASTM¬International¬(www.astm.org)¬for¬the¬latest¬information.¬
TABLE 1 Requirements for Emulsified Asphalt
NOTE 1—QS-1H emulsions shall meet the requirements outlined in D 3910 Standard Practices for Design, Testing and Construction of Slurry Seal.
NOTE 2—QS-1h is used for Quick Set Slurry Seal systems.
Rapid-Setting Medium-Setting
Type RS-1 RS-2 HFRS-2 MS-1 MS-2 MS-2h
Grade min max min max min max min max min max min max
Tests on emulsions:
Viscosity, Saybolt Furol at 77°F 20 100 . . . . 20 100 100 . 100 .
(25°C), s
Viscosity, Saybolt Furol at 122°F . . 75 400 75 400 . . . . . .
(50°C), s
A
Storage stability test, 24-h, % . 1 . 1 . 1 . 1 . 1 . 1
Demulsibility, 35 ml, 0.02 N CaCl , % 60 . 60 . 60 . . . . . . .
2
Coating ability and water resistance:
Coating, dry aggregate . . . good good good
Coating, after spraying . . . fair fair fair
Coating, wet aggregate . . . fair fair fair
Coating, after spraying . . . fair fair fair
Cement mixing test,
...

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4.1 Sampling is as important as testing, and precautions shall be taken to obtain samples to show the true nature and condition of the materials.  
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4.2.1 To represent as nearly as possible an average of the bulk of the materials sampled, or  
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1.1 This practice applies to the sampling of asphalt materials at points of manufacture, storage, or delivery.  
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5.1 This test method measures the amount of water present in the emulsified asphalt, as distinguished from either bitumen or petroleum solvent.
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1.1 These test methods and practices, given under the headings titled Composition, Consistency, Stability, and Examination of Residue, cover the examination of asphalt emulsions composed principally of a semisolid or liquid asphaltic base, water, and an emulsifying agent. The test methods cover the following tests and practices:    
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Sections  
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Demulsibility  
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D6936  
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See Test Method
D6930  
Cement Mixing  
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D6935  
Sieve Test  
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Aggregate Coating  
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D6998  
Miscibility with Water  
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Coating Ability and Water Resistance  
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ABSTRACT
This specification establishes the material, manufacturing, and physical requirements for re-refined engine oil bottoms, also known as vacuum tower asphalt extender, that may be used in formulating asphalt for pavement construction and roofing. "Re-refined engine oil bottoms" (REOB) is the commonly used term used by many state highway agencies and FHWA, while "vacuum tower asphalt extender" (VTAE) is preferred by manufacturers. REOB/VTAE may be obtained by processing used engine oil using atmospheric distillation followed by vacuum distillation to produce a vacuum residuum meeting the requirements outlined in this specification. The REOB/VTAE shall be homogenous, free from water, and not foam when heated to 232°C (450°F).
SCOPE
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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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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.
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5.1 The kinematic viscosity characterizes flow behavior. The method is used to determine the consistency of liquid asphalt as one element in establishing the uniformity of shipments or sources of supply. The specifications are usually at temperatures of 60 and 135 °C.
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 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].  
1.2 Results of this test method can be used to calculate viscosity when the density of the test material at the test temperature is known or can be determined. See Annex A1 for the method of calculation.  
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].
Note 2: Modified asphalt binders or asphalt binders that have been conditioned or recovered are typically non-Newtonian under the conditions of this test. The viscosity determined from this method is under the assumption that asphalt binders behave as Newtonian fluids under the conditions of this test. When the flow is non-Newtonian in a capillary tube, the shear rate determined by this method may be invalid. The presence of non-Newtonian behavior for the test conditions can be verified by measuring the viscosity with viscometers having different-sized capillary tubes. The defined precision limits in 11.1 may not be applicable to non-Newtonian asphalt binders.  
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.  
1.5 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.6 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 ...

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ASTM D1461-17(2022)(Test Method)
Standard Test Method for Moisture or Volatile Distillates in Asphalt Mixtures

SIGNIFICANCE AND USE
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.  
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.  
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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ASTM D3289-17(2022)(Test Method)
Standard Test Method for Density of Semi-Solid and Solid Asphalt Materials (Nickel Crucible Method)

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5.1 Values of density are used for converting volumes to units of mass, and for correcting measured volumes from the temperature of measurement to a standard temperature using Practice D4311/D4311M.
SCOPE
1.1 This test method covers the determination of the density of semi-solid and solid asphalt materials by weighing in air and in water.
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.  
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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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