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ASTM D5841-00

(Specification)

Standard Specification for Type III Polymer Modified Asphalt Cement for Use in Pavement Construction (Withdrawn 2005)

Standard Specification for Type III Polymer Modified Asphalt Cement for Use in Pavement Construction (Withdrawn 2005)

SCOPE
1.1 This specification covers asphalt cements that have been modified by the addition of the 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 III polymer-modified asphalts are typically made with ethyl vinyl acetate. However any polymer may be used that will give the required test results when blended with the desired asphalt.  
1.3 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 and health practices and determine the applicability of regulatory limitations prior to use.
WITHDRAWN RATIONALE
This specification covers asphalt cements that have been modified by the addition of the 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.
Formerly under the jurisdiction of Committee D04 on Road and Paving Materials, this specification was withdrawn in June 2005 due to lack of use.

General Information

Status
Withdrawn
Publication Date
09-Dec-2000
Withdrawal Date
27-Jul-2005
ICS
93.080.10 - Road construction
Technical Committee
D04 - Road and Paving Materials
Current Stage
Ref Project

Relations

Replaces
ASTM D5841-95 - Standard Specification for Type III Polymer Modified Asphalt Cement for Use in Pavement Construction
Effective Date
10-Dec-2000

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ASTM D5841-00 - Standard Specification for Type III Polymer Modified Asphalt Cement for Use in Pavement Construction (Withdrawn 2005)ASTM D5841-00 - Standard Specification for Type III Polymer Modified Asphalt Cement for Use in Pavement Construction (Withdrawn 2005)
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ASTM D5841-00 - Standard Specification for Type III Polymer Modified Asphalt Cement for Use in Pavement Construction (Withdrawn 2005)
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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 5841 – 00
Standard Specification for
Type III Polymer Modified Asphalt Cement for Use in
1
Pavement Construction
This standard is issued under the fixed designation D 5841; 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 andAir on a Moving
2
Film of Asphalt (Rolling Thin-Film Oven Test)
1.1 This specification covers asphalt cements that have been
modified by the addition of the appropriate polymer for use in
3. Physical Requirements
pavement construction. It was developed to provide a reference
3.1 The polymer modified asphalt cement shall be homoge-
for specifying polymer modified asphalt and reflects the
neous, free from water and shall not foam when heated to
properties of currently available commercial products. The
347°F (175°C).
tests are intended to measure compatibility and degree of
3.2 The polymer modified asphalt cement shall conform to
modification, not performance characteristics. This is not
the requirements of Table 1.
intended to be a performance based specification.
3.3 The polymer modifier and the asphalt cement shall be
1.2 Type III polymer-modified asphalts are typically made
compatible and pre-blended prior to use.
with ethyl vinyl acetate. However any polymer may be used
that will give the required test results when blended with the
4. Sampling and Test Methods
desired asphalt.
4.1 Sample and test the polymer modified asphalt cement in
1.3 This standard does not purport to address all of the
accordance with the following test methods and practices:
safety concerns, if any, associated with its use. It is the
4.1.1 Sampling—Practice D 140.
responsibility of the user of this standard to establish appro-
4.1.2 Penetration— Test Method D 5.
priate safety and health practices and determine the applica-
4.1.3 Viscosity at 275°F (135°C)—Test Method D 2170.
bility of regulatory limitations prior to use.
4.1.4 Softening Point— Test Method D 36.
4.1.5 Flash Point, Cleveland Open Cup—Test Method
2. Referenced Documents
D 92.
2.1 ASTM Standards:
2 4.1.6 Solubility in Trichloroethylene—Test Method D 2042.
D 5 Test Method for Penetration of Bituminous Materials
4.1.7 Rolling Thin-Film Oven Test—Test Method D 2872.
D 36 Test Method for Softening Point of Bitumen (Ring-
3 4.1.8 Thin-Film Oven Test—Test Method D 1754.
and-Ball Apparatus)
D 92 Test Method for Flash and Fire Point by Cleveland
5. Test Method for Type III Polymer Modified Asphalt
4
Open Cup
2 5.1 Separation Test for Type III Polymer Modified Asphalt:
D 140 Practice for Sampling Bituminous Materials
5.1.1 Scope:
D 1754 Test Method for Effect of Heat andAir onAsphaltic
2 5.1.1.1 This test is a simple qualitative test for compatibility
Materials (Thin-Film Oven Test)
of low density polymers in asphalt.
D 2042 Test Method for Solubility of Asphalt Materials in
2 5.2 Apparatus:
Trichloroethylene
5.2.1 Containers—Standard 6 oz metal sample cups (1.875
D 2170 Test Method for Kinematic Viscosity of Asphalts
2 in. high by 2.75 in. inside diameter).
(Bitumens)
5.2.2 Oven—An oven capable of maintaining 275 6 10°F
(135 6 5°C).
5.3 Procedure:
1
This specification is under the jurisdiction of ASTM Committee D04 on Road
5.3.1 After a blend of polymer in asphalt has been prepared
and Paving Materials and is under the direct responsibility of Subcommittee
and is still at elevated temperature, pour enough of the mix into
D04.45on Modified Asphalt Specifications.
Current edition approved Dec. 10, 2000. Published February 2001. Originally
a clean 6 oz metal test cup to fill it to the formed roll on the cup
published as D 5841–95. Last previous edition D 5841–95.
1
(approximately ⁄4 in. from the top). Place the sample in a
2
Annual Book of ASTM Standards, Vol 04.03.
3 controlled temperature oven at 275°F (135°C) for 15 to 18 h.
Annual Book of ASTM Standards, Vol 04.04.
4
Annual Book of ASTM Standards, Vol 05.01. Remove carefully from the oven without disturbing the surface
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D 5841
TABLE 1 Requirements for Type III Polymer Modified Asphalt Cement
III-A III-B III-C III-D III-E
Designation
Min Max Min Max Min Max Min Max Min Max
Penetration at 39.2°F (4°C), 200 g, 60 s 48 35 28 22 18
Penetration at 77°F (25°C), 100 g, 5 s 30 150 30 150 30 150 30 150 30 150
Viscosity, 275°F (135°C), cSt 150 1500 150 1500 150 1500 150 1500 150 1500
Flash Point COC,° F (°C) 425 (218) 425 (218) 425 (218) 425 (218) 425 (218)
Softening Point, R and B, °F (°C) 125
...

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