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ASTM D6155-97

(Specification)

Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures

Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures

SCOPE
1.1 This specification covers the use of coarse aggregates not traditionally used in bituminous paving mixtures. These nontraditional aggregates can be described as any aggregate other than those described in Specifications D 692, D 693, D 1139, and D 5106, (crushed stone, crushed hydraulic-cement concrete, crushed blast-furnace slag, steel furnace slag, and crushed gravel) suitable for use in bituminous paving mixtures, as described in Specifications d 3515 or D 4215.
1.2 The values stated in SI units are to be regarded as the standard. The inch-pound units given in parentheses are for information only.

General Information

Status
Historical
Publication Date
09-Dec-2001
ICS
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.50 - Aggregate Specifications
Current Stage
Ref Project

Relations

Replaced By
ASTM D6155-01 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
Effective Date
10-Dec-2001

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ASTM D6155-97 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving MixturesASTM D6155-97 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
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ASTM D6155-97 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
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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NOTICE: This standard has either been superseded and replaced by a new version or
withdrawn.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: D 6155 – 97
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Specification for
Nontraditional Coarse Aggregates for Bituminous Paving
1
Mixtures
This standard is issued under the fixed designation D 6155; 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 693 Specification for Crushed Aggregate for Macadam
3
Pavements
1.1 This specification covers the use of coarse aggregates
D 1139 Specification for Single or Multiple Bituminous
not traditionally used in bituminous paving mixtures. These
3
Surface Treatments
nontraditional aggregates can be described as any aggregate
D 2489 Test Method for Degree of Particle Coating of
other than those described in Specifications D 692, D 693,
3
Bituminous-Aggregate Mixtures
D 1139, and D 5106, (crushed stone, crushed hydraulic-cement
D 3319 Test Method for Accelerated Polishing of Aggre-
concrete, crushed blast-furnace slag, steel furnace slag, and
3
gates Using the British Wheel
crushed gravel) suitable for use in bituminous paving mixtures,
D 3398 Test Method for Index of Aggregate Particle Shape
as described in Specifications D 3515 or D 4215.
3
and Texture
1.2 The values stated in SI units are to be regarded as the
D 3515 Specification for Hot-Mixed, Hot-Laid Bituminous
standard. The inch-pound units given in parentheses are for
3
Paving Mixtures
information only.
D 3665 Practice for Random Sampling of Construction
3
Materials
2. Referenced Documents
D 4215 Specification for Cold-Mixed, Cold-Laid Bitumi-
2.1 ASTM Standards:
3
nous Paving Mixtures
C 29/C 29M Test Method for Unit Weight and Voids in
D 4792 Test Method for Potential Expansion of Aggregates
2
Aggregate
3
from Hydration Reactions
C 88 Test Method for Soundness of Aggregates by Use of
D 5106 Specification for Steel Slag Aggregates for Bitumi-
2
Sodium Sulfate or Magnesium Sulfate
4
nous Paving Mixtures
C 125 Terminology Relating to Concrete and Concrete
3
D 5711 Test Method for Adherent Fines
2
Aggregates
2.2 U. S. Environmental Protection Agency Standards:
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
2
Angles Machine
C 136 Test Method for Sieve Analysis of Fine and Coarse
3. Terminology
2
Aggregates
3.1 Definitions—For defining aggregate types, see Descrip-
C 142 Test Method for Clay Lumps and Friable Particles in
2 tive Nomenclature C 294, and Terminologies C 125 and D 8.
Aggregates
C 294 Descriptive Nomenclature of Constituents of Natural
4. Ordering Information
2
Mineral Aggregates
4.1 Orders for the material under this specification shall
D 8 Terminology Relating to Materials for Roads and Pave-
3
include the following information:
ments
3
4.1.1 The specification designation and year of issue,
D 75 Practice for Sampling Aggregates
4.1.2 The size number as given in Classification D 448 or
D 448 Classification for Sizes of Aggregate for Road and
3
grading to be furnished,
Bridge Construction
4.1.3 The quantity required,
D 692 Specification for Coarse Aggregate for Bituminous
3
4.1.4 Use of the coarse aggregate, whether for conventional
Paving Mixtures
mixtures or open-graded friction course mixtures (see 5.3 and
5.4), and whether for surface courses or base courses,
1
This 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
4
Aggregate Specifications. Annual Book of ASTM Standards, Vol 11.04.
5
Current edition approved Aug. 10, 1997. Published April 1998. Available from Department of Commerce, National Technical Information
2
Annual Book of ASTM Standards, Vol 04.02. Center, 5285 Port Royal Road, Springfield, VA 22151. Order Number: EPASW-
3
Annual Book of ASTM Standards, Vol 04.03. 846.3.3.
1

---------------------- Page: 1 ----------------------
D 6155
4.1.5 In case of sulfate soundness tests, which salt is to be than 40 % for surface courses or 50 % for base courses (see
used, Note 4).
4.1.6 Any angularity requirements, and
NOTE 4—Coarse aggregate failing to meet the requirements of 5.5 or
4.1.7 Any special requirements.
5.6 may be considered for use provided that similar aggregates from the
same source have been shown by experience to result in satisfactory
5. Physical Properties
pavement and the results of other tests indicate that the desired perfor-
5.1 General—The coarse aggregate shall consist of hard, mance can be obtained. Agg
...

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4.1 Sampling is as important as testing, and precautions shall be taken to obtain samples to show the true nature and condition of the materials.  
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4.1 This test method for measuring the electrical resistivity of water-barrier membrane-pavement systems may be interpreted to indicate the effectiveness of such systems.  
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1.1 This test method covers the measurement of the electrical resistivity of water-barrier membrane-pavement systems when applied to concrete bridge decks.  
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SCOPE
1.1 This specification2 covers asphalt binders graded by performance. Grading designations are related to the LTPPBind Online calculated maximum pavement design temperature, the minimum pavement design temperature, and the traffic loading.
Note 1: For more information on LTPPBind Online, see https://infopave.fhwa.dot.gov/Tools/LTPPBindOnline accessed May 23, 2023.  
1.2 This specification incorporates Test Method D7405 for determining non-recoverable creep compliance, Jnr. “S,” “H,” “V,” or “E” designations must be specified for standard, heavy, very heavy, and extremely heavy traffic loading, respectively.  
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.4 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.
Note 2: A guidance document for specifying bodies using R % for elastic properties is under development.
Note 3: For asphalt binders graded by penetration at 25 °C, see Specification D946/D946M. For asphalt binders graded by viscosity at 60 °C, see Specification D3381/D3381M. For performance-graded asphalt binder, see Specification D6373.
Note 4: AASHTO R 29 provides non-mandatory information for determining the performance grade of an asphalt binder.  
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ASTM D6373-23(Specification)
Standard Specification for Performance-Graded Asphalt Binder

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This specification covers asphalt binders graded by performance. Grading designations are related to the average seven-day maximum pavement design temperature, and minimum pavement design temperature. Asphalt binder shall be prepared by the refining of crude petroleum by suitable methods, with or without the addition of modifiers, which may be any organic material of suitable manufacture that is used in virgin or recycled condition, and that is dissolved, dispersed or reacted in asphalt cement to enhance its performance. This specification incorporates an aid for determining the critical low cracking temperature using a combination of test procedures.
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1.1 This specification2 covers asphalt binders graded by performance. Grading designations are related to the LTPPBind Online calculated maximum pavement design temperature and the minimum pavement design temperature. This specification contains Tables 1 and 2. Table 2 incorporates Practice D6816 for determining the critical low cracking temperature using a combination of Test Method D6648 and Test Method D6723 test procedures. If no table is specified, the default is Table 1.
Note 1: For more information on LTPPBind Online, see https://infopave.fhwa.dot.gov/Tools/LTPPBindOnline accessed May 23, 2023.
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