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ASTM D5710-05

(Specification)

Standard Specification for Trinidad Lake Modified Asphalt

Standard Specification for Trinidad Lake Modified Asphalt

ABSTRACT
This specification covers Trinidad lake modified asphalt for use in the construction of pavements. The blended Trinidad lake modified asphalt shall be homogeneous as determined by appropriate sampling and testing. The penetration, flash point, thin-film oven, solubility in trichloroethylene, and ductility of the material shall be tested to meet the requirements prescribed. The inorganic material (ash), quantitative extraction of bitumen from bituminous paving mixtures, recovery of asphalt from solution by Abson method, and kinematic viscosity of asphalt shall be tested to meet the requirements prescribed.
SCOPE
1.1 This specification covers Trinidad lake modified asphalt for use in the construction of pavements.
1.2 This specification covers the following penetration grades:40-5560-7580-100120-150

General Information

Status
Historical
Publication Date
31-May-2005
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 D5710-03 - Standard Specification for Trinidad Lake Modified Asphalt
Effective Date
01-Jun-2005
Replaced By
ASTM D5710/D5710M-13 - Standard Specification for Trinidad Lake Modified Asphalt
Effective Date
01-Jun-2013

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ASTM D5710-05 - Standard Specification for Trinidad Lake Modified AsphaltASTM D5710-05 - Standard Specification for Trinidad Lake Modified Asphalt
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ASTM D5710-05 - Standard Specification for Trinidad Lake Modified 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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D5710 −05
StandardSpecification for
1
Trinidad Lake Modified Asphalt
This standard is issued under the fixed designation D5710; 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 3. Manufacture
1.1 This specification covers Trinidad lake modified asphalt 3.1 Trinidad lake modified asphalt shall be prepared by
for use in the construction of pavements. blending naturally occurring Trinidad lake asphalt (TLA) (20
to 50 %) with asphalt cement obtained by the refining of crude
1.2 This specification covers the following penetration
petroleumbymethodssuitabletoproduceahomogeneousfinal
grades:
product. The percentage TLA in the blend must be clearly
40–55
stated by the supplier. Fillers other than those from TLA will
60–75
80–100 not be allowed in the asphalt cement blend.
120–150
4. Properties
2. Referenced Documents
2 4.1 The blended Trinidad lake modified asphalt shall be
2.1 ASTM Standards:
homogeneous as determined by appropriate sampling and
D5 Test Method for Penetration of Bituminous Materials
testing.
D92 Test Method for Flash and Fire Points by Cleveland
4.2 The various grades of Trinidad lake modified asphalt
Open Cup Tester
D113 Test Method for Ductility of Bituminous Materials shall conform to the requirements prescribed in Table 1.
D140 Practice for Sampling Bituminous Materials
5. Sampling and Testing
D482 Test Method for Ash from Petroleum Products
D1754 Test Method for Effects of Heat andAir onAsphaltic
5.1 The material shall be sampled and the properties enu-
Materials (Thin-Film Oven Test)
merated in this specification shall be determined in accordance
D1856 Test Method for Recovery of Asphalt From Solution
with the following ASTM standards:
by Abson Method
NOTE 1—Local agencies will determine sampling and testing proce-
D2042 Test Method for Solubility of Asphalt Materials in
dures before a contract is awarded. Methods that have been used include
Trichloroethylene
sampling at various levels from storage tanks or transports followed by
D2170 Test Method for Kinematic Viscosity of Asphalts
penetration testing or spectroscopic examination of these samples.
(Bitumens)
5.1.1 Sampling—Practice D140.
D2172 Test Methods for Quantitative Extraction of Bitumen
5.1.2 Penetration—Test Method D5.
From Bituminous Paving Mixtures
5.1.3 Flash Point—Test Method D92.
5.1.4 Thin-Film Oven Test—Test Method D1754.
1
This specification is under the jurisdiction of ASTM Committee D04 on Road 5.1.5 Solubility in Trichloroethylene—Test Method D2042.
and Paving Materials and is under the direct responsibility of Subcommittee D04.40
5.1.6 Ductility—Test Method D113.
on Asphalt Specifications.
5.1.7 Inorganic Material (Ash)—Test Method D482.
CurrenteditionapprovedJune1,2005.PublishedJuly2005.Originallyapproved
5.1.8 Quantitative Extraction of Bitumen from Bituminous
in 1995. Last previous edition approved in 2003 as D5710 – 03. DOI: 10.1520/
D5710-05.
Paving Mixtures—Test Method D2172.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.1.9 RecoveryofAsphaltfromSolutionbyAbsonMethod—
contact ASTM
...

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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).
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1.1 This specification covers re-refined engine oil bottoms, also known as vacuum tower asphalt extender, that may be used in formulating asphalt for pavement construction and roofing. This specification has been developed specifically for these two categories of product and is not intended for other uses. Table 1 is to be used for pavement construction and Table 2 for roofing. “Re-refined engine oil bottoms” (REOB) is the prevailing name used by many state highway agencies and FHWA, while “vacuum tower asphalt extender” (VTAE) is the preferred name used by the manufacturers of the product. Since each name provides an important descriptor of production elements (“re-refined” and “vacuum tower”) for the specific product this specification addresses, this specification uses the term “REOB/VTAE.”  
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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.
SCOPE
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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.
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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].  
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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.  
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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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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.
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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.  
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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