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ASTM D5840-95

(Specification)

Standard Specification for Type II Polymer Modified Asphalt Cement for Use in Pavement Construction

Standard Specification for Type II Polymer Modified Asphalt Cement for Use in Pavement Construction

SCOPE
1.1 This specification covers asphalt cements that have been modified by the addition of an appropriate polymer for use in pavement construction. It was developed to provide a reference for specifying polymer modified asphalt and reflects the properties of currently available commercial products. The tests are intended to measure compatibility and degree of modification, not performance characteristics. This is not intended to be a performance based specification.  
1.2 Type II polymer-modified asphalts are typically made with styrene-butadiene rubber latex or polychloroprene latex. However, any polymer may be used that will give the required test results when blended with the desired asphalt.

General Information

Status
Historical
Publication Date
09-Dec-2000
ICS
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Current Stage
Ref Project

Relations

Replaced By
ASTM D5840-00 - Standard Specification for Type II Polymer Modified Asphalt Cement for Use in Pavement Construction (Withdrawn 2005)
Effective Date
10-Dec-2000

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ASTM D5840-95 - Standard Specification for Type II Polymer Modified Asphalt Cement for Use in Pavement ConstructionASTM D5840-95 - Standard Specification for Type II Polymer Modified Asphalt Cement for Use in Pavement Construction
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ASTM D5840-95 - Standard Specification for Type II Polymer Modified Asphalt Cement for Use in Pavement Construction
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NOTICE: This standard has either been superseded and replaced by a new version or
withdrawn.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 5840 – 95
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
Type II Polymer Modified Asphalt Cement for Use in
1
Pavement Construction
This standard is issued under the fixed designation D 5840; 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 D 2872 Test Method for Effect of Heat and Air on a Moving
2
Film of Asphalt (Rolling Thin-Film Oven Test)
1.1 This specification covers asphalt cements that have been
D 4957 Test Method for Apparent Viscosity of Asphalt
modified by the addition of an appropriate polymer for use in
Emulsion Residues and Non-Newtonian Bitumens by
pavement construction. It was developed to provide a reference
2
Vacuum Capillary Viscometer
for specifying polymer modified asphalt and reflects the
P 243 Test Method for Toughness and Tenacity of Bitumi-
properties of currently available commercial products. The
2
nous Materials
tests are intended to measure compatibility and degree of
modification, not performance characteristics. This is not
3. Physical Requirements
intended to be a performance based specification.
3.1 The polymer modified asphalt cement shall be homoge-
1.2 Type II polymer-modified asphalts are typically made
neous, free from water and shall not foam when heated to
with styrene-butadiene rubber latex or polychloroprene latex.
347°F (175°C).
However, any polymer may be used that will give the required
3.2 The polymer modified asphalt cement shall conform to
test results when blended with the desired asphalt.
the requirements of Table 1.
2. Referenced Documents 3.3 The polymer modifier and the asphalt cement shall be
compatible and pre-blended prior to use.
2.1 ASTM Standards:
2
D 5 Test Method for Penetration of Bituminous Materials
4. Sampling and Test Methods
D 92 Test Method for Flash and Fire Points by Cleveland
3
4.1 Sample and test the polymer modified asphalt cement in
Open Cup
2
accordance with the following test methods and practices.
D 113 Test Method for Ductility of Bituminous Materials
2
4.1.1 Sampling—Practice D 140.
D 140 Practice for Sampling Bituminous Materials
4.1.2 Penetration—Test Method D 5.
D 1754 Test Method for Effect of H
...

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5.1 Asphalt slabs compacted with the rolling compactor can be used to obtain specimens for further testing, including bulk specific gravity following Test Methods D1188/D1188M, D2726/D2726M, and D6752/D6752M, fatigue performance characteristics following Test Methods D7460 and D8237 or AASHTO T 321, and Hamburg wheel-track testing following AASHTO T 324.  
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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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4.1 This test method for measuring the electrical resistivity of water-barrier membrane-pavement systems may be interpreted to indicate the effectiveness of such systems.  
4.2 This test method is predicated on the fact that an electrical connection between the surface of the pavement and the reinforcing steel in the concrete pavement cannot be made through an impermeable water-barrier membrane.  
4.3 This test method may be used for acceptance when the accepting agency specifies the minimum resistance value desired.  
Note 1: 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 the measurement of the electrical resistivity of water-barrier membrane-pavement systems when applied to concrete bridge decks.  
1.2 Measurements shall be performed on the bituminous pavement surface covering the water-barrier membrane.  
1.3 This test method utilizes a measure of electrical resistance between the saturated top surface of the water-barrier membrane and the reinforcing steel embedded in the concrete bridge deck.  
1.4 The values measured represent the electrical resistance obtained with the equipment and procedures stated herein and do not necessarily agree or correlate with those using other equipment or procedures.  
1.5 Units—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.  
1.6 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.  
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ASTM D8239-23(Specification)
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1.1 This specification2 covers asphalt binders graded by performance. Grading designations are related to the LTPPBind Online calculated maximum pavement design temperature, the minimum pavement design temperature, and the traffic loading.
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1.4 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.
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