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ASTM D6155-01

(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

Replaces
ASTM D6155-97 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
Effective Date
10-Dec-2001
Replaced By
ASTM D6155-06 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
Effective Date
01-Jul-2006
Referred By
ASTM E3355-23 - Standard Guide for Characterization of Coal Combustion Products (CCPs) in Storage Area(s) for Beneficial Use
Effective Date
10-Dec-2001
Referred By
ASTM D8418-21 - Standard Guide for Material and Construction Standards Related to Sustainability Within Committee D04
Effective Date
10-Dec-2001

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ASTM D6155-01 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving MixturesASTM D6155-01 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
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ASTM D6155-01 - Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn. Please
contact ASTM International (www.astm.org) for the latest information.
Designation: D 6155 – 01
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 692 Specification for Coarse Aggregate for Bituminous
3
Paving Mixtures
1.1 This specification covers the use of coarse aggregates
D 693 Specification for Crushed Aggregate for Macadam
not traditionally used in bituminous paving mixtures. These
3
Pavements
nontraditional aggregates can be described as any aggregate
D 1139 Specification for Aggregate for Single or Multiple
other than those described in Specifications D 692, D 693,
3
Bituminous Surface Treatments
D 1139, and D 5106, (crushed stone, crushed hydraulic-cement
D 2489 Practice for Estimating Degree of Particle Coating
concrete, crushed blast-furnace slag, steel furnace slag, and
3
of Bituminous-Aggregate Mixtures
crushed gravel) suitable for use in bituminous paving mixtures,
D 3319 Test Method for Accelerated Polishing of Aggre-
as described in Specifications D 3515 or D 4215.
3
gates Using the British Wheel
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
2. Referenced Documents Materials
D 4215 Specification for Cold-Mixed, Cold-Laid Bitumi-
2.1 ASTM Standards:
3
nous Paving Mixtures
C 29/C 29M Test Method for Bulk Density (“Unit Weight”)
2
D 4792 Test Method for Potential Expansion ofAggregates
and Voids in Aggregate
3
from Hydration Reactions
C88 Test Method for Soundness of Aggregates by Use of
2
D 4867/D 4867M Test Method for Effect of Moisture on
Sodium Sulfate or Magnesium Sulfate
3
Asphalt Concrete Paving Mixtures
C 125 Terminology Relating to Concrete and Concrete
2
D 5106 Specification for Steel Slag Aggregates for Bitumi-
Aggregates
3
nous Paving Mixtures
C 131 Test Method for Resistance to Degradation of Small-
3
D 5711 Test Method for Adherent Fines
Size CoarseAggregate byAbrasion and Impact in the Los
2
D 5821 Test Method for Determining the Percentage of
Angles Machine
3
Fractured Particles in Coarse Aggregate
C 136 Test Method for Sieve Analysis of Fine and Coarse
2
2.2 U. S. Environmental Protection Agency Standards:
Aggregates
SW846 1311 EPA Test Method, Toxicity Characteristic
C 142 Test Method for Clay Lumps and Friable Particles in
4
2
Leaching Procedure
Aggregates
C 294 Descriptive Nomenclature of Constituents of Con-
3. Terminology
2
crete Aggregates
3.1 Definitions—For defining aggregate types, see Descrip-
D8 Terminology Relating to Materials for Roads and Pave-
3 tive Nomenclature C 294 and Terminologies C 125 andD8.
ments
3
D75 Practice for Sampling Aggregates
4. Ordering Information
D 448 Classification for Sizes of Aggregate for Road and
3 4.1 Orders for the material under this specification shall
Bridge Construction
include the following information:
4.1.1 The specification designation and year of issue,
4.1.2 The size number as given in Classification D 448 or
1
This specification is under the jurisdiction of ASTM Committee D04 on Road grading to be furnished,
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on
Aggregate Specifications.
Current edition approved Dec. 10, 2001. Published February 2002. Originally
4
published as D 6155–97. Last previous edition D 6155–97 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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn. Please
contact ASTM International (www.astm.org) for the latest information.
D6155–01
4.1.3 The quantity required, 5.6 Degradation—Aggregate subjected to testing in accor-
4.1.4 Use of the coarse aggregate, whether for conventional dance with Test Method C 131 shall have a loss not greater
mixtures or open-graded friction course mixtures (see 5.3 and than 40 % for surface courses or 50 % for base courses (see
5.4), and whether for surface courses or base courses, Note 4).
4.1.5 In case of sulfate soundness tests, which salt is to be
NOTE 4—Coarse aggregate failing to meet the req
...

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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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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.  
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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.
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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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