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ASTM

ASTM D5710-95(2001)

(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:
40-55
60-75
80-100
120-150

General Information

Status
Historical
Publication Date
14-May-1995
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 - Standard Specification for Trinidad Lake Modified Asphalt
Effective Date
15-May-1995
Replaced By
ASTM D5710-03 - Standard Specification for Trinidad Lake Modified Asphalt
Effective Date
01-Dec-2003

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ASTM D5710-95(2001) - Standard Specification for Trinidad Lake Modified AsphaltASTM D5710-95(2001) - Standard Specification for Trinidad Lake Modified Asphalt
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ASTM D5710-95(2001) - Standard Specification for Trinidad Lake Modified Asphalt
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Standards Content (Sample)

NOTICE: This standard has either been superceded and replaced by a new version or discontinued.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.
Designation: D 5710 – 95 (Reapproved 2001)
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
petroleum by methods suitable to produce a homogeneous final
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
2.1 ASTM Standards:
shall conform to the requirements prescribed in Table 1.
2
D 5 Test Method for Penetration of Bituminous Materials
D 92 Test Method for Flash and Fire Points by Cleveland
5. Sampling and Testing
3
Open Cup
5.1 The material shall be sampled and the properties enu-
2
D 113 Test Method for Ductility of Bituminous Materials
merated in this specification shall be determined in accordance
2
D 140 Practice for Sampling Bituminous Materials
with the following ASTM standards:
3
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 and Air on Asphal-
2
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.
2
tion by Abson Method
5.1.1 Sampling—Practice D 140.
D 2042 Test Method for Solubility of Asphalt Materials in
2
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
2
5.1.4 Thin-Film Oven Test—Test Method D 1754.
(Bitumens)
5.1.5 Solubility in Trichloroethylene—Test Method D 2042.
D 2172 Test Method for Quantitative Extraction of Bitumen
2
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 Recovery of Asphalt from Solution by Abson Method—
blending naturally occurring Trinidad lake asphalt (TLA) (20
Test Method D 1856.
5.1.10 Kinematic Viscosity of Asp
...

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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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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.  
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