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ASTM D4586/D4586M-07(2024)

(Specification)

Standard Specification for Asphalt Roof Cement, Asbestos-Free

Standard Specification for Asphalt Roof Cement, Asbestos-Free

ABSTRACT
This specification covers the testing and requirements for two types and two classes of asbestos-free asphalt roof cement consisting of an asphalt base, volatile petroleum solvents, and mineral and/or other stabilizers, mixed to a smooth, uniform consistency suitable for trowel application to roofing and flashing. Type I is made from asphalts characterized as self-healing, adhesive, and ductile, while Type II is made from asphalt characterized by high softening point and relatively low ductility. Class I is used for application to essentially dry surfaces, while Class II is used for application to damp, wet, or underwater surfaces. The roof cements shall comply with composition limits for water, nonvolatile matter, mineral and/or other stabilizers, and bitumen (asphalt). They shall also meet physical requirements such as uniformity, workability, and pliability and behavior at given temperatures.
SCOPE
1.1 This specification covers asbestos-free asphalt roof cement suitable for trowel application to roofings and flashings.  
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 The following precautionary caveat pertains only to the test method portion, Section 8 of this specification: 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.  
1.4 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.

General Information

Status
Published
Publication Date
30-Apr-2024
ICS
91.100.50 - Binders. Sealing materials
Technical Committee
D08 - Roofing and Waterproofing
Drafting Committee
D08.05 - Solvent-Bearing Bituminous Compounds for Roofing and Waterproofing
Current Stage
Ref Project

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ASTM D4586/D4586M-07(2024) - Standard Specification for Asphalt Roof Cement, Asbestos-FreeASTM D4586/D4586M-07(2024) - Standard Specification for Asphalt Roof Cement, Asbestos-Free
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ASTM D4586/D4586M-07(2024) - Standard Specification for Asphalt Roof Cement, Asbestos-Free
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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.
Designation: D4586/D4586M − 07 (Reapproved 2024)
Standard Specification for
Asphalt Roof Cement, Asbestos-Free
This standard is issued under the fixed designation D4586/D4586M; 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.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope 3. Classification
1.1 This specification covers asbestos-free asphalt roof ce-
3.1 Type I—Type I is made from asphalts characterized as
ment suitable for trowel application to roofings and flashings.
self-healing, adhesive, and ductile, and conforming to the
requirements of Specification D312/D312M, Type I; Specifi-
1.2 The values stated in either SI units or inch-pound units
cation D449/D449M, Type I or II; or Specification D946/
are to be regarded separately as standard. The values stated in
D946M.
each system may not be exact equivalents; therefore, each
3.1.1 Class I is used for application to essentially dry
system shall be used independently of the other. Combining
surfaces.
values from the two systems may result in nonconformance
3.1.2 Class II is used for application to damp, wet, or
with the standard.
underwater surfaces and dry surfaces.
1.3 The following precautionary caveat pertains only to the
test method portion, Section 8 of this specification: This 3.2 Type II—Type II is made from asphalt characterized by
standard does not purport to address all of the safety concerns,
high softening point and relatively low ductility, and conform-
if any, associated with its use. It is the responsibility of the user ing to the requirements of Specification D312/D312M, Type II
of this standard to establish appropriate safety, health, and
or III; or Specification D449/D449M, Type II or III.
environmental practices and determine the applicability of
3.2.1 Class I is used for application to essentially dry
regulatory limitations prior to use.
surfaces.
1.4 This international standard was developed in accor-
3.2.2 Class II is used for application to damp, wet, or
dance with internationally recognized principles on standard-
underwater surfaces.
ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
4. Materials and Manufacture
mendations issued by the World Trade Organization Technical
4.1 Asphalt roof cement shall consist of an asphalt base,
Barriers to Trade (TBT) Committee.
volatile petroleum solvents, and mineral and/or other
stabilizers, excluding asbestos, mixed to a smooth, uniform
2. Referenced Documents
consistency suitable for trowel application.
2.1 ASTM Standards:
D312/D312M Specification for Asphalt Used in Roofing
5. Composition
D449/D449M Specification for Asphalt Used in Dampproof-
ing and Waterproofing 5.1 Asphalt roof cement complying with this specification
shall conform to the following composition limits:
D946/D946M Specification for Penetration-Graded Asphalt
Binder for Use in Pavement Construction
min max
Water content, % . 3.0
D6511/D6511M Test Methods for Solvent Bearing Bitumi-
Nonvolatile content, % 70 .
nous Compounds
Mineral and/or other stabilizers, % 15 40
Bitumen (asphalt), % 35 65
This specification is under the jurisdiction of ASTM Committee D08 on
6. Physical Requirements
Roofing and Waterproofing and is the direct responsibility of Subcommittee D08.05
on Solvent-Bearing Bituminous Compounds for Roofing and W
...

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1.1 This specification covers coal tar primer suitable for use with coal tar pitch in roofing, dampproofing, and waterproofing below or above ground level, for application to concrete, masonry, and coal tar surfaces.  
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SCOPE
1.1 This specification describes the required properties and test methods for a cold liquid-applied elastomeric membrane for waterproofing building decks not subject to hydrostatic pressure. The specification applies only to a membrane system that has an integral wearing surface. This specification does not include specific requirements for skid resistance or fire retardance, although both may be important in specific uses.  
1.2 The type of membrane system described in this specification is used for pedestrian and vehicular traffic and in high-abrasion applications. The membrane may be single or multi-component, and may consist of one or more coats (for example base coat, top coat, etc.). The coat(s) may be built to the desired thickness in one or more applications. One coat (base coat) provides the primary waterproofing function and normally comprises the major amount of organic material in the membrane. The function of the top coat(s) is to resist wear and weather. Aggregate may be used as a component of the membrane system, as all or part of a course, to increase wear and skid resistance.  
1.3 The committee with jurisdiction over this standard is not aware of any comparable standards published by other organizations.  
1.4 Test methods in this specification require a minimum 0.5 mm [0.020 in.] base coat dry film thickness. Actual thickness required for a particular application and the use of aggregate in top coats shall be established by the membrane manufacturer.  
1.5 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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