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ASTM D5106-99

(Specification)

Standard Specification for Steel Slag Aggregates for Bituminous Paving Mixtures

Standard Specification for Steel Slag Aggregates for Bituminous Paving Mixtures

SCOPE
1.1 This specification covers crushed steel slag coarse and fine aggregates suitable for use in high stability, high friction bituminous paving mixtures.
1.2 The steel slag may be used as the entire aggregate, or combined with other mineral aggregates covered in Specifications D692 or D1073, to produce paving mixtures as described in Specifications D3515 or D4215.
1.3 Units of Measurement:  
1.3.1 For sieve sizes and the size of aggregate as determined by the use of testing sieves, the values in inch-pound units are shown for the convenience of the user; however, the standard sieve designation shown in parentheses is the standard value as stated in Specification E11.
1.3.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for information only.

General Information

Status
Historical
Publication Date
09-Jun-1999
ICS
91.100.15 - Mineral materials and products
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.50 - Aggregate Specifications
Current Stage
Ref Project

Relations

Replaced By
ASTM D5106-03 - Standard Specification for Steel Slag Aggregates for Bituminous Paving Mixtures
Effective Date
01-Dec-2003
Referred By
ASTM D8418-21 - Standard Guide for Material and Construction Standards Related to Sustainability Within Committee D04
Effective Date
10-Jun-1999
Referred By
ASTM D6155-19 - Standard Specification for Nontraditional Coarse Aggregates for Asphalt Paving Mixtures
Effective Date
10-Jun-1999

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ASTM D5106-99 - Standard Specification for Steel Slag Aggregates for Bituminous Paving MixturesASTM D5106-99 - Standard Specification for Steel Slag Aggregates for Bituminous Paving Mixtures
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ASTM D5106-99 - Standard Specification for Steel Slag Aggregates for Bituminous Paving Mixtures
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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: D 5106 – 99
Standard Specification for
Steel Slag Aggregates for Bituminous Paving Mixtures
This standard is issued under the fixed designation D 5106; 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 8 Terminology Relating to Materials for Roads and Pave-
ments
1.1 This specification covers crushed steel slag coarse and
D 75 Practice for Sampling Aggregates
fine aggregates suitable for use in bituminous paving mixtures.
D 448 Classification for Sizes of Aggregate for Road and
1.2 Steel slag coarse and fine aggregates shall be used
Bridge Construction
entirely (Note 1) or combined with other mineral aggregates
D 692 Specification for Coarse Aggregate for Bituminous
covered in Specification D 692 or D 1073, to produce paving
Paving Mixtures
mixtures as described in Specification D 3515 or D 4215.
D 1073 Specification for Fine Aggregates for Bituminous
NOTE 1—When 100 % of the coarse aggregate in a bituminous mixture 3
Paving Mixtures
is steel slag, the amount of steel slag fines in that mixture may be limited
D 3319 Test Method for Accelerated Polishing of Aggre-
to prevent bulking.
gates Using the British Wheel
1.3 The values stated in SI units are to be regarded as
D 3515 Specification for Hot-Mixed, Hot-Laid Bituminous
standard. The values shown in parentheses are for information
Paving Mixtures
only.
D 3665 Practice for Random Sampling of Construction
1.4 The text of this specification references notes and
Materials
footnotes which provide explanatory material. These notes and
D 4215 Specification for Cold-Mixed, Cold-Laid Bitumi-
footnotes (excluding those in tables and figures) shall not be
nous Paving Mixtures
considered as requirements of the standard.
D 4318 Test Method for Liquid Limit, Plastic Limit, and
Plasticity Index of Soils
2. Referenced Documents
D 4792 Test Method for Potential Expansion of Aggregates
2.1 ASTM Standards: 3
from Hydration Reactions
C 88 Test Method for Soundness of Aggregates by Use of
D 4867 Test Method for Effect of Moisture on Asphalt
Sodium Sulfate or Magnesium Sulfate 3
Concrete Paving Mixtures
C 117 Test Method for Material Finer Than 75 μm (No. 3
D 5711 Test Method for Adherent Fines
200) Sieve in Mineral Aggregates by Washing
D 5821 Test Method for Determining the Percentage of
C 125 Terminology Relating to Concrete and Concrete 3
Fractured Particles in Coarse Aggregate
Aggregates
2.2 Federal Registrar:
C 131 Test Method for Resistance to Degradation of Small-
SW846 1311 EPA Test Method, Toxicity Characteristic
Size Coarse Aggregate by Abrasion, and Impact in the Los 5
Leaching Procedure
Angles Machine
C 136 Test Method for Sieve Analysis of Fine and Coarse 3. Terminology
Aggregates
3.1 Definitions of Terms Specific to This Standard:
C 142 Test Method for Clay Lumps and Friable Particles in
3.1.1 steel slag, n—the nonmetallic product, consisting
Aggregate
essentially of calcium silicates and ferrites combined with
fused and mineralogically combined oxides of iron, aluminum,
The specification is under the jurisdiction of ASTM Committee D–4 on Road
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on Annual Book of ASTM Standards, Vol 04.03.
Aggregate Specifications. Annual Book of ASTM Standards, Vol 04.08.
Current edition approved June 10, 1999. Published August 1999. Originally Available from the Department of Commerce, National Technical Information
published as D 5106–91. Last previous edition D 5106–91. Center, 5285 Port Royal Road, Springfield, VA 22151. Order Number: EPAW-
Annual Book of ASTM Standards, Vol 04.02. 846.3.3.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
D 5106
manganese, calcium and magnesium, that is developed simul- 90 % by mass, shall have one or more fractured faces and 75 %
taneously with steel in basic oxygen, electric, or open hearth by mass, two or more fractured faces.
furnaces.
NOTE 3—Attention is called to the distinction between conventional
3.1.2 Other terms used in this specification are defined in
(dense mixtures or open mixtures) and open-graded friction course
Terminologies C 125 and D 8.
mixtures in Specification D 3515.
NOTE 4—Some sources of aggregate contain angular particles that will
4. Ordering Information
perform similarly to a mechanically crushed particle. Where laboratory
tests or service records indicate this to be true, such angular particles may
4.1 Orders for the material under this specification shall
be considered as crushed.
include the following information:
4.1.1 The name of material (steel slag coarse aggregate 6.1.3 Polishing Characteristics—The coarse aggregates, or
and/or steel slag fine aggregate). the coarsest fraction of the aggregate for use in surface course
4.1.2 The specification designation and year of issue. mixtures, shall be of a type known to possess adequate
4.1.3 The grading of the aggregate to be furnished, by resistance to polishing action of the anticipated traffic (Note 5).
reference to a size number in Classification D 448 for coarse
NOTE 5—No ASTM standard has been recognized to be capable of
aggregate, grading number in Specification D 1073 for fine
defining adequate resistance to the polishing action of specific traffic
aggregate, or other grading as specified by the purchaser.
conditions. Test Method D 3319 has been found useful in evaluating the
4.1.4 The quantity required.
relative polish resistance between samples of different aggregates or
mixtures containing different aggregates.
4.1.5 For coarse aggregate, whether the intended use is for
conventional mixtures or open-graded friction course mixtures
6.1.4 Soundness—The coarse aggregate, when subjected to
(see 6.1.2), and whether for surface courses or base courses
five cycles of the soundness test (see Test Method C 88), shall
(see 6.1.3).
have a mass loss not greater than 12 % when sodium sulfate is
4.1.6 For sulfate soundness tests, which salt is to be used in
used or 18 % when magnesium sulfate is used (Note 6). If the
Test Method C 88 and whether soundness requirements are
salt is not designated by the purchaser, the aggregate shall be
applicable for the fine aggregate.
acceptable if it meets the indicated limit for either salt used.
4.1.7 Any special requirements.
6.1.5 Degradation—Aggregate subjected to testing in ac-
cordance with Test Method C 131 shall have a loss not greater
5. General Characteristics
than 40 % for surface courses or 50 % for base courses (Note
5.1 The coarse and fine aggregates shall consist of hard,
6).
tough, durable pieces of steel slag as defined in 3.1.1. The
NOTE 6—Coarse aggregate failing to meet the requirements of 6.1.4 or
aggregates shall be processed, as necessary to meet the
6.1.5 may be considered for use provided that (a) similar aggregates from
requirements of this specification, by crushing and or screen-
the same source have been shown by experience to result in satisfactory
ing, and magnetic separation for the removal of metallics. At
pavement and (b) the results of other tests
...

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