Standard Specification for SEBS-Modified Mopping Asphalt Used in Roofing

ABSTRACT
This specification covers SEBS (styrene-ethylenebutylene-styrene)-modified mopping asphalt intended for use in built-up roof construction, construction of some modified bitumen systems, construction of bituminous vapor retarder systems, and for adhering insulation boards used in various types of roofing systems. This specification is intended as a material specification and issues regarding the suitability of specific roof constructions or application techniques are beyond its scope. The specified tests and property values are intended to establish minimum properties. In place system design criteria or performance attributes are factors beyond the scope of this specification. The base asphalt shall be prepared from crude petroleum and the SEBS-modified asphalt shall incorporate sufficient SEBS as the primary polymeric modifier. The SEBS modified asphalt shall be homogeneous and free of water and shall conform to the prescribed physical properties including (1) softening point before and after heat exposure, (2) softening point change, (3) flash point, (4) penetration before and after heat exposure, (5) penetration change, (6) solubility in trichloroethylene, (7) tensile elongation, (8) elastic recovery, and (9) low temperature flexibility. The sampling and test methods to determine compliance with the specified physical properties, as well as the evaluation for stability during heat exposure are detailed.
SCOPE
1.1 This specification covers SEBS (styrene-ethylene-butylene-styrene)-modified asphalt intended for use in built-up roof construction, construction of some modified bitumen systems, construction of bituminous vapor retarder systems, and for adhering insulation boards used in various types of roof systems.  
1.2 This specification is intended as a material specification. Issues regarding the suitability of specific roof constructions or application techniques are beyond its scope.
1.3 The specified tests and property values used to characterize SEBS-modified asphalt are intended to establish minimum properties. In place system design criteria or performance attributes are factors beyond the scope of this specification.
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 non-conformance with the standard.
1.5 This standard does not purport to address 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.

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31-May-2011
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ASTM D6152/D6152M-99(2011)e1 - Standard Specification for SEBS-Modified Mopping Asphalt Used in Roofing
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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
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Designation:D6152/D6152M −99(Reapproved 2011)
Standard Specification for
SEBS-Modified Mopping Asphalt Used in Roofing
This standard is issued under the fixed designation D6152/D6152M; 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.
´ NOTE—Units information was editorially corrected in June 2011.
1. Scope D92 Test Method for Flash and Fire Points by Cleveland
Open Cup Tester
1.1 This specification covers SEBS (styrene-ethylene-
D140 Practice for Sampling Bituminous Materials
butylene-styrene)-modified asphalt intended for use in built-up
D312 Specification for Asphalt Used in Roofing
roof construction, construction of some modified bitumen
D412 Test Methods forVulcanized Rubber andThermoplas-
systems, construction of bituminous vapor retarder systems,
tic Elastomers—Tension
andforadheringinsulationboardsusedinvarioustypesofroof
D1079 Terminology Relating to Roofing and Waterproofing
systems.
D2042 Test Method for Solubility of Asphalt Materials in
1.2 This specification is intended as a material specification.
Trichloroethylene
Issues regarding the suitability of specific roof constructions or
D3111 Test Method for Flexibility Determination of Hot-
application techniques are beyond its scope.
Melt Adhesives by Mandrel Bend Test Method
1.3 The specified tests and property values used to charac-
3. Terminology
terize SEBS-modified asphalt are intended to establish mini-
3.1 Definitions—Fordefinitionsofgeneraltermsusedinthis
mumproperties.Inplacesystemdesigncriteriaorperformance
attributes are factors beyond the scope of this specification. specification, refer to Terminology D1079.
3.2 Definitions of Terms Specific to This Standard:
1.4 The values stated in either SI units or inch-pound units
3.2.1 elastic recovery, n—the degree to which a material
are to be regarded separately as standard. The values stated in
returns to its normal dimensions after being distorted.
each system may not be exact equivalents; therefore, each
system shall be used independently of the other. Combining
3.2.2 low temperature flexibility, n—the ability of a material
values from the two systems may result in non-conformance
to bend at a prescribed rate around a mandrel of a prescribed
with the standard.
diameter at a prescribed low temperature without cracking or
1.5 This standard does not purport to address the safety breaking.
concerns, if any, associated with its use. It is the responsibility
4. Materials and Manufacture
of the user of this standard to establish appropriate safety and
4.1 The base asphalt shall be prepared from crude petro-
health practices and determine the applicability of regulatory
limitations prior to use. leum.
4.2 The SEBS-modified asphalt shall incorporate sufficient
2. Referenced Documents
SEBS as the primary polymeric modifier to meet the require-
2.1 ASTM Standards:
ments of this specification.
D5 Test Method for Penetration of Bituminous Materials
D36 Test Method for Softening Point of Bitumen (Ring-and- 5. Physical Requirements
Ball Apparatus)
5.1 The SEBS modified asphalt shall be homogeneous and
free of water.
This specification is under the jurisdiction of ASTM Committee D08 on
5.2 The SEBS modified asphalt shall conform to the physi-
Roofing and Waterproofing and is the direct responsibility of Subcommittee D08.03
on Surfacing and Bituminous Materials for Membrane Waterproofing and Built-up cal properties prescribed in Table 1.
Roofing.
Current edition approved June 1, 2011. Published June 2011. Originally 6. Sampling
approved in 1997. Last previous edition approved in 2005 as D6152 – 99 (2005).
6.1 Sample the material as prescribed in Practice D140.
DOI: 10.1520/D6152_D6152M-99R11E01.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
6.2 If the material is shipped in hot filled cardboard or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
plastic kegs, obtain samples from the kegs in accordance with
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. the following procedure:
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
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D6152/D6152M−99 (2011)
TABLE 1 Physical Requirements of SEBS-Modified Asphalt Used
7.5 Determine elastic recovery using the tensile set proce-
A
in Roofing
dure as prescribed by Test Method D412 using die C. The test
Property Min Max
shall be made at 23.0 6 2.0°C [73.4 6 3.6°F] and with a speed
Softening point, °C [°F] 85 [185] 116 [240]
of 500 6 25 mm/min [20 6 1 in./min]. Elongate the specimen
before and after heat exposure
300 %, then immediately release the lower jaw to allow
Softening point change, °C [°F] –5 [–9] 5 [9]
after heat exposure
recovery. Record elastic recovery as follows:
Flash point, °C [°F] 260 [500] . . .
Recovery, % 5 100~4L 2 X!/3L (1)
Penetration, units at 25°C [77°F] 20 60
before and after heat exposure
where:
Penetration change, units at 25°C [77°F] –5 12
after heat exposure
L = initial length between benchmarks, and
Solubility in trichloroethylene, % 99 . . .
X = length between benchmarks after recovery.
Tensile elongation, %, at 25°C [77°F] 750 . . .
Elastic recovery, % 80 . . .
7.6 Determine high temperature stability by conditioning
Low temperature flexibility, pass at° C [°F] . . . –7 [20]
the specimen as prescribed in Section 8. Determine the
A
The properties in this table are “as manufactured” unless otherwise noted.
softening point of the specimen as prescribed by Test Method
D36. The softening point of the specimen shall not change by
more than 10°C. Determine the penetration of the specimen a
...

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