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ASTM D5710-03

(Specification)

Standard Specification for Trinidad Lake Modified Asphalt

Standard Specification for Trinidad Lake Modified Asphalt

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
30-Nov-2003
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 D5710-95(2001) - Standard Specification for Trinidad Lake Modified Asphalt
Effective Date
01-Dec-2003
Replaced By
ASTM D5710-05 - Standard Specification for Trinidad Lake Modified Asphalt
Effective Date
01-Jun-2005

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ASTM D5710-03 - Standard Specification for Trinidad Lake Modified AsphaltASTM D5710-03 - Standard Specification for Trinidad Lake Modified Asphalt
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ASTM D5710-03 - Standard Specification for Trinidad Lake Modified Asphalt
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D 5710 – 03
Standard Specification for
1
Trinidad Lake Modified Asphalt
This standard is issued under the fixed designation D 5710; 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.
1. Scope to 50 %) with asphalt cement obtained by the refining of crude
petroleumbymethodssuitabletoproduceahomogeneousfinal
1.1 This specification covers Trinidad lake modified asphalt
product. The percentage TLA in the blend must be clearly
for use in the construction of pavements.
stated by the supplier. Fillers other than those from TLA will
1.2 This specification covers the following penetration
not be allowed in the asphalt cement blend.
grades:
40–55
4. Properties
60–75
80–100
4.1 The blended Trinidad lake modified asphalt shall be
120–150
homogeneous as determined by appropriate sampling and
testing.
2. Referenced Documents
4.2 The various grades of Trinidad lake modified asphalt
2
2.1 ASTM Standards:
shall conform to the requirements prescribed in Table 1.
D 5 Test Method for Penetration of Bituminous Materials
D 92 Test Method for Flash and Fire Points by Cleveland
5. Sampling and Testing
Open Cup
5.1 The material shall be sampled and the properties enu-
D 113 Test Method for Ductility of Bituminous Materials
merated in this specification shall be determined in accordance
D 140 Practice for Sampling Bituminous Materials
with the following ASTM standards:
D 482 Test Method for Ash from Petroleum Products
NOTE 1—Local agencies will determine sampling and testing proce-
D 1754 Test Method for Effects of Heat andAir onAsphal-
dures before a contract is awarded. Methods that have been used include
tic Materials (Thin-Film Oven Test)
sampling at various levels from storage tanks or transports followed by
D 1856 Test Method for Recovery of Asphalt From Solu-
penetration testing or spectroscopic examination of these samples.
tion by Abson Method
5.1.1 Sampling—Practice D 140.
D 2042 Test Method for Solubility of Asphalt Materials in
5.1.2 Penetration—Test Method D 5.
Trichloroethylene
5.1.3 Flash Point—Test Method D 92.
D 2170 Test Method for Kinematic Viscosity of Asphalts
5.1.4 Thin-Film Oven Test—Test Method D 1754.
(Bitumens)
5.1.5 Solubility in Trichloroethylene—Test Method D 2042.
D 2172 TestMethodforQuantitativeExtractionofBitumen
5.1.6 Ductility—Test Method D 113.
from Bituminous Paving Mixtures
5.1.7 Inorganic Material (Ash)—Test Method D 482.
3. Manufacture
5.1.8 Quantitative Extraction of Bitumen from Bituminous
Paving Mixtures—Test Method D 2172.
3.1 Trinidad lake modified asphalt shall be prepared by
5.1.9 RecoveryofAsphaltfromSolutionbyAbsonMethod—
blending naturally occurring Trinidad lake asphalt (TLA) (20
Test Method D 1856.
5.1.10 Kinematic Viscosity of Asphalt—Test Method
1
This specification is under the jurisdiction of ASTM Committee D04 on Road
D 2170.
and Paving Materials and is under the direct responsibility of Subcommittee D04.45
on Modified Asphalt Specifications.
Current edition approved Dec. 1, 2003. Published January 2004. Originally
approved in 1995. Last previous edition approved in 2001 as D 5710–95 (2001).
2
For referenced ASTM s
...

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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.
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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].  
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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Standard Test Method for Moisture or Volatile Distillates in Asphalt Mixtures

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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.  
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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