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ASTM D3141/D3141M-09(2014)

(Specification)

Standard Specification for Asphalt for Undersealing Portland-Cement Concrete Pavements

Standard Specification for Asphalt for Undersealing Portland-Cement Concrete Pavements

ABSTRACT
This specification covers the properties, sampling, and testing of asphalt suitable for undersealing Portland cement concrete and overlaid concrete pavements by pumping hot asphalt under the slabs. The asphalt shall be homogeneous and free of water and shall conform to the following requirements when examined under suitable testing methods: softening point; flash point; penetration at specified temperatures; ductility; heat loss; and solubility of bitumen in trichloroethylene.
SCOPE
1.1 This specification covers asphalt suitable for undersealing portland cement concrete and overlaid concrete pavements by pumping hot asphalt under the slabs.  
1.2 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 non-conformance with the standard.

General Information

Status
Historical
Publication Date
31-May-2014
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 D3141/D3141M-09 - Standard Specification for Asphalt for Undersealing Portland-Cement Concrete Pavements
Effective Date
01-Jun-2014

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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D3141/D3141M −09(Reapproved 2014)
Standard Specification for
Asphalt for Undersealing Portland-Cement Concrete
Pavements
This standard is issued under the fixed designation D3141/D3141M; 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 D140 Practice for Sampling Bituminous Materials
D312 Specification for Asphalt Used in Roofing
1.1 This specification covers asphalt suitable for underseal-
D2042 Test Method for Solubility of Asphalt Materials in
ing portland cement concrete and overlaid concrete pavements
Trichloroethylene
by pumping hot asphalt under the slabs.
3. Material
1.2 The values stated in either SI units or inch-pound units
are to be regarded separately as standard. The values stated in
3.1 An asphalt of suitable consistency for pumping when
each system may not be exact equivalents; therefore, each
heated to a temperature from 204 to 232°C [400 to 450°F] and
system shall be used independently of the other. Combining
for resistance to displacement in the pavement when cooled;
values from the two systems may result in non-conformance
for sealing the underside of the slabs and joints, to fill cavities;
with the standard.
and to correct vertical alignment by raising the slab.
4. Properties
2. Referenced Documents
4.1 The asphalt shall be homogeneous and free of water and
2.1 ASTM Standards:
shall conform to the requirements in Table 1.
D5 Test Method for Penetration of Bituminous Materials
D6 Test Method for Loss on Heating of Oil and Asphaltic
5. Methods of Sampling and Testing
Compounds
5.1 The asphalt shall be sampled and the properties enumer-
D36 Test Method for Softening Point of Bitumen (Ring-and-
ated in this specification shall be determined in accordance
Ball Apparatus)
with the following ASTM methods:
D92 Test Method for Flash and Fire Points by Cleveland
5.1.1 Sampling—Practice D140.
Open Cup Tester
5.1.2 Softening Point—Test Method D36.
D113 Test Method for Ductility of Bituminous Materials
5.1.3 Flash Point—Test Method D92.
5.1.4 Penetration—Test Method D5.
This specification is under the jurisdiction of ASTM Committee D04 on Road
5.1.5 Ductility—Test Method D113.
and Paving Materials and is the direct responsibility of Subcommittee D04.40 on
5.1.6 Loss on Heating—Test Method D6.
Asphalt Specifications.
5.1.7 Bitumen Solubl
...


This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: D3141/D3141M − 09 D3141/D3141M − 09 (Reapproved 2014)
Standard Specification for
Asphalt for Undersealing Portland-Cement Concrete
Pavements
This standard is issued under the fixed designation D3141/D3141M; 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
1.1 This specification covers asphalt suitable for undersealing portland cement concrete and overlaid concrete pavements by
pumping hot asphalt under the slabs.
1.2 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 non-conformance with the standard.
2. Referenced Documents
2.1 ASTM Standards:
D5 Test Method for Penetration of Bituminous Materials
D6 Test Method for Loss on Heating of Oil and Asphaltic Compounds
D36 Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus)
D92 Test Method for Flash and Fire Points by Cleveland Open Cup Tester
D113 Test Method for Ductility of Bituminous Materials
D140 Practice for Sampling Bituminous Materials
D312 Specification for Asphalt Used in Roofing
D2042 Test Method for Solubility of Asphalt Materials in Trichloroethylene
3. Material
3.1 An asphalt of suitable consistency for pumping when heated to a temperature from 204 to 232°C [400 to 450°F] and for
resistance to displacement in the pavement when cooled; for sealing the underside of the slabs and joints, to fill cavities; and to
correct vertical alignment by raising the slab.
4. Properties
4.1 The asphalt shall be homogeneous and free of water and shall conform to the requirements in Table 1.
5. Methods of Sampling and Testing
5.1 The asphalt shall be sampled and the properties enumerated in this specification shall be determined in accordance with the
following ASTM methods:
5.1.1 Sampling—Practice D140.
5.1.2 Softening Point—Test Method D36.
5.1.3 Flash Point—Test Method D92.
5.1.4 Penetration—Test Method D5.
5.1.5 Ductility—Test Method D113.
5.1.6 Loss on Heating—Test Method D6.
5.1.7 Bitumen Soluble in Trichloroethylene—Test Method D2042.
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 Asphalt
Specifications.
Current edition approved June 1, 2009June 1, 2014. Published June
...

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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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SCOPE
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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].
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 apparent viscosity for non-Newtonian asphalt binders varies with shear rate. When the flow is non-Newtonian in a capillary tube, the shear rate determined using this test method may be invalid. The presence of non-Newtonian behavior for the test conditions of this test can be verified by measuring the viscosity with viscometers having different-sized capillary tubes or with different pressure heads. The defined precision limits in Section 11 may not be applicable to non-Newtonian asphalt binders. Test Method D4957 may be a more applicable method for testing non-Newtonian asphalts.  
1.2 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.  
1.3 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 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.  
1.5 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.  
1.6 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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