ASTM D1139-00(2004)
(Specification)Standard Specification for Aggregate for Single or Multiple Bituminous Surface Treatments
Standard Specification for Aggregate for Single or Multiple Bituminous Surface Treatments
ABSTRACT
This specification covers the quality and sizes of crushed stone, crushed slag, crushed expanded shale, crushed expanded clay, crushed expanded slate, and crushed or uncrushed gravel suitable for use as aggregate in single or multiple bituminous surface treatments. Tests shall be performed to determine the properties of the material in accordance with the following test methods: sampling; random sampling; degradation resistance; bulk density of aggregates; sulfate soundness; sieve analysis; clay lumps and friable particles; lightweight pieces; and flat and elongated pieces.
SCOPE
1.1 This specification covers the quality and sizes of crushed stone, crushed slag, crushed expanded shale, crushed expanded clay, crushed expanded slate, and crushed or uncrushed gravel suitable for use as aggregate in single or multiple bituminous surface treatments.
1.2 The values in SI units are to be regarded as standard. Inch-pound units, shown in parentheses, are for information only.
1.3 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.
General Information
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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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: D1139 – 00 (Reapproved 2004)
Standard Specification for
Aggregate for Single or Multiple Bituminous Surface
Treatments
This standard is issued under the fixed designation D1139; 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 Department of Defense. This specification replaces Federal Specification
SS-S-445, Class C, Types I, II, and III.
1. Scope D8 Terminology Relating to Materials for Roads and Pave-
ments
1.1 This specification covers the quality and sizes of
D75 Practice for Sampling Aggregates
crushed stone, crushed slag, crushed expanded shale, crushed
D448 Classification for Sizes of Aggregate for Road and
expanded clay, crushed expanded slate, and crushed or un-
Bridge Construction
crushed gravel suitable for use as aggregate in single or
D3665 Practice for Random Sampling of Construction Ma-
multiple bituminous surface treatments.
terials
1.2 The values in SI units are to be regarded as standard.
D4791 Test Method for Flat Particles, Elongated Particles,
Inch-pound units, shown in parentheses, are for information
or Flat and Elongated Particles in Coarse Aggregate
only.
D5821 Test Method for Determining the Percentage of
1.3 The text of this standard references notes and footnotes
Fractured Particles in Coarse Aggregate
which provide explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered
3. Terminology
as requirements of the standard.
3.1 Definitions of Terms Specific to This Standard:
2. Referenced Documents 3.1.1 Other terms used in this specification are defined in
Terminologies C125 and D8.
2.1 ASTM Standards:
3.1.2 crushed slag, n—the product resulting from the crush-
C29/C29M Test Method for Bulk Density (“Unit Weight”)
ing of air-cooled iron blast-furnace slag.
and Voids in Aggregate
3.1.3 gravel, n—the product resulting from natural disinte-
C88 Test Method for Soundness of Aggregates by Use of
gration and abrasion of rock or processing of weakly bound
Sodium Sulfate or Magnesium Sulfate
conglomerate.
C123 Test Method for Lightweight Particles in Aggregate
3.1.4 uncrushed gravel, n—the product resulting from
C125 Terminology Relating to Concrete and Concrete Ag-
screening and blending of material from the deposit, consisting
gregates
of particles with a shape and texture largely dependent on the
C131 Test Method for Resistance to Degradation of Small-
nature of the deposit. Some particles containing fractured
Size CoarseAggregate byAbrasion and Impact in the Los
faces,resultingfromthecrushingofoversizedmaterial,arenot
Angeles Machine
prohibited from this product.
C136 Test Method for Sieve Analysis of Fine and Coarse
3.1.5 crushed gravel, n—the product resulting from the
Aggregates
crushing of gravel, with a requirement that at least a prescribed
C142 Test Method for Clay Lumps and Friable Particles in
percentage of the resulting particles have fracture faces. Some
Aggregates
uncrushed particles are not prohibited.
3.1.6 expanded shale, n; expanded clay, n; expanded slate,
n—the product resulting from the expanding of selected
This specification is under the jurisdiction ofASTM Committee D04 on Roads
materials (shale, clay, or slate) in a rotary kiln at temperatures
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on
over 1000°C.
Aggregate Specifications.
Current edition approved June 1, 2004. Published June 2004. Originally
4. Ordering Information
approved in 1950. Last previous edition approved in 2000 as D1139 – 00.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
4.1 Orders for material under this specification shall include
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
the following information:
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. DOI: 10.1520/D1139-00R04. 4.1.1 Specification designation number and year of issue,
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D1139 – 00 (2004)
TABLE 1 Requirements for Deleterious Substances
4.1.2 Size to be furnished (see 6.1),
4.1.3 Quantity required, Mass %,
Deleterious Substances
max
4.1.4 Type of aggregate, as covered in the scope of this
Clay lumps and friable particles 3.0
specification. If the type is not specified, no type shall be
Material floating on a liquid with a specific gravity 1.0
prohibited. In the case of crushed gravel, if the percentage of
A
of 2.0
B
particles with fracture faces desired is different than that
Flat and elongated pieces, retained on the 9.5-mm
( ⁄8-in.) sieve:
specified in 5.3, the minimum percentage desired shall be
Aggregate sizes No. 5, 6, 7 10.0
specified, and
Aggregate sizes No. 8, 9 no requirement
4.1.5 Any special requirements.
A
This requirement does not apply to blast-furnace slag, expanded shale,
expanded clay, nor expanded slate.
B
Pieces in which the ratio of the maximum to minimum dimensions of its
5. Physical Requirements
circumscribing rectangular prism is greater than five.
5.1 Degradation—The aggregate (with the exception of
crushed blast-furnace slag) when subjected to testing in accor-
thisspecificationexceptasnoted.Thelimitsforclaylumpsand
dance withTest Method C131 shall have a loss not greater than
friable part
...
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