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ASTM D1139-00

(Specification)

Standard Specification for Aggregate for Single or Multiple Bituminous Surface Treatments

Standard Specification for Aggregate for Single or Multiple Bituminous Surface Treatments

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

Status
Historical
Publication Date
09-Jul-2000
ICS
93.080.10 - Road construction
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.50 - Aggregate Specifications
Current Stage
Ref Project

Relations

Replaced By
ASTM D1139-00(2004) - Standard Specification for Aggregate for Single or Multiple Bituminous Surface Treatments
Effective Date
01-Jun-2004
Referred By
ASTM D7564/D7564M-16 - Standard Practice for Construction of Asphalt-Rubber Cape Seal
Effective Date
10-Jul-2000
Referred By
ASTM D5360-15 - Standard Practice for Design and Construction of Bituminous Surface Treatments
Effective Date
10-Jul-2000

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ASTM D1139-00 - Standard Specification for Aggregate for Single or Multiple Bituminous Surface TreatmentsASTM D1139-00 - Standard Specification for Aggregate for Single or Multiple Bituminous Surface Treatments
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ASTM D1139-00 - Standard Specification for Aggregate for Single or Multiple Bituminous Surface Treatments
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 1139 – 00
Standard Specification for
Aggregate for Single or Multiple Bituminous Surface
Treatments
This standard is issued under the fixed designation D 1139; 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.
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 D 75 Practice for Sampling Aggregates
D 448 Classification for Sizes of Aggregate for Road and
1.1 This specification covers the quality and sizes of
Bridge Construction
crushed stone, crushed slag, crushed expanded shale, crushed
D 3665 Practice for Random Sampling of Construction
expanded clay, crushed expanded slate, and crushed or un-
Materials
crushed gravel suitable for use as aggregate in single or
D 4791 Test Method for Flat Particles, Elongated Particles,
multiple bituminous surface treatments.
or Flat and Elongated Particles in Course Aggregate
1.2 The values in SI units are to be regarded as standard.
D 5821 Test Method for Determining the Percentage of
Inch-pound units, shown in parentheses, are for information
Fractured Particles in Coarse Aggregate
only.
1.3 The text of this standard references notes and footnotes
3. Terminology
which provide explanatory material. These notes and footnotes
3.1 Definitions of Terms Specific to This Standard:
(excluding those in tables and figures) shall not be considered
3.1.1 Other terms used in this specification are defined in
as requirements of the standard.
Terminologies C 125 and D 8.
2. Referenced Documents 3.1.2 crushed slag, n—the product resulting from the crush-
ing of air-cooled iron blast-furnace slag.
2.1 ASTM Standards:
3.1.3 gravel, n—the product resulting from natural disinte-
C 29/C 29M Test Method for Unit Weight and Voids in
gration and abrasion of rock or processing of weakly bound
Aggregate
conglomerate.
C 88 Test Method for Soundness of Aggregates by Use of
2 3.1.4 uncrushed gravel, n—the product resulting from
Sodium Sulfate or Magnesium Sulfate
screening and blending of material from the deposit, consisting
C 123 Test Method for Lightweight Particles in Aggregate
of particles with a shape and texture largely dependent on the
C 125 Terminology Relating to Concrete and Concrete
nature of the deposit. Some particles containing fractured
Aggregates
faces, resulting from the crushing of oversized material, are not
C 131 Test Method for Resistance to Degradation of Small-
prohibited from this product.
Size Coarse Aggregate by Abrasion and Impact in the Los
2 3.1.5 crushed gravel, n—the product resulting from the
Angeles Machine
crushing of gravel, with a requirement that at least a prescribed
C 136 Test Method for Sieve Analysis of Fine and Coarse
2 percentage of the resulting particles have fracture faces. Some
Aggregates
uncrushed particles are not prohibited.
C 142 Test Method for Clay Lumps and Friable Particles in
3.1.6 expanded shale, n; expanded clay, n; expanded slate,
Aggregates
n—the product resulting from the expanding of selected
D 8 Terminology Relating to Materials for Roads and Pave-
materials (shale, clay, or slate) in a rotary kiln at temperatures
ments
over 1000°C.
1 4. Ordering Information
This specification is under the jurisdiction of ASTM Committee D04 on Roads
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on
4.1 Orders for material under this specification shall include
Aggregate Specifications.
the following information:
Current edition approved July 10, 2000. Published September 2000. Originally
4.1.1 Specification designation number and year of issue,
published as D 1139 – 50 T. Last previous edition D 1139 – 95.
Annual Book of ASTM Standards, Vol 04.02.
4.1.2 Size to be furnished (see 6.1),
Annual Book of ASTM Standards, Vol 04.03.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D1139–00
TABLE 1 Requirements for Deleterious Substances
4.1.3 Quantity required,
4.1.4 Type of aggregate, as covered in the scope of this Mass %,
Deleterious Substances
max
specification. If the type is not specified, no type shall be
Clay lumps and friable particles 3.0
prohibited. In the case of crushed gravel, if the percentage of
Material floating on a liquid with a specific gravity 1.0
particles with fracture faces desired is different than that
A
of 2.0
B
specified in 5.3, the minimum percentage desired shall be
Flat or elongated pieces, retained on the 9.5-mm
( ⁄8-in.) sieve:
specified, and
Aggregate sizes No. 5, 6, 7 10.0
4.1.5 Any special requirements.
Aggregate sizes No. 8, 9 no requirement
A
This requirement does not apply to blast-furnace slag, expanded shale,
5. Physical Requirements
expanded clay, nor expanded slate.
B
Pieces in which the ratio of the maximum to minimum dimensions of its
5.1 Degradation—The aggregate (with the exception of
circumscribing rectangular prism is greater than five.
crushed blast-furnace slag) when subjected to testing in accor-
dance with Test Method C 131 shall have a loss not greater
friable particles, and for material floating on a liquid with a
than 40 %, by mass.
specific gravity of 2.0, shall be based on the portion of the
5.2 Density:
sample retained on a 4.75-mm (No. 4) sieve.
5.2.
...

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