ASTM D6155-15
(Specification)Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
Standard Specification for Nontraditional Coarse Aggregates for Bituminous Paving Mixtures
ABSTRACT
This specification deals with the use of coarse aggregates not traditionally used in bituminous paving mixtures. The coarse aggregates shall consist of hard, strong, durable pieces, free of adherent coatings. The grading shall conform to the requirements prescribed herein. Physical properties such as degradation, expansion, and environmental stability shall also be tested.
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 D692, D693, D1139, and D5106, (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 D3515 or D4215.
1.2 The text of this specification references notes and footnotes that provides explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the specification.
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
Note 1: Sieve size is identified by its standard designation in Specification E11. The alternative designation given in parentheses is for information only and does not represent a different standard sieve size.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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Designation:D6155 −15
Standard Specification for
Nontraditional Coarse Aggregates for Bituminous Paving
1
Mixtures
This standard is issued under the fixed designation D6155; 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.
1. Scope C125 Terminology Relating to Concrete and Concrete Ag-
gregates
1.1 This specification covers the use of coarse aggregates
C131 Test Method for Resistance to Degradation of Small-
not traditionally used in bituminous paving mixtures. These
Size CoarseAggregate byAbrasion and Impact in the Los
nontraditional aggregates can be described as any aggregate
Angeles Machine
other than those described in Specifications D692, D693,
C136 Test Method for Sieve Analysis of Fine and Coarse
D1139, and D5106, (crushed stone, crushed hydraulic-cement
Aggregates
concrete, crushed blast-furnace slag, steel furnace slag, and
C142 Test Method for Clay Lumps and Friable Particles in
crushed gravel) suitable for use in bituminous paving mixtures,
Aggregates
as described in Specifications D3515 or D4215.
C294 Descriptive Nomenclature for Constituents of Con-
1.2 The text of this specification references notes and
crete Aggregates
footnotes that provides explanatory material. These notes and
D8 Terminology Relating to Materials for Roads and Pave-
footnotes (excluding those in tables and figures) shall not be
ments
considered as requirements of the specification.
D75 Practice for Sampling Aggregates
1.3 The values stated in SI units are to be regarded as D448 Classification for Sizes of Aggregate for Road and
Bridge Construction
standard. No other units of measurement are included in this
standard. D692 Specification for Coarse Aggregate for Bituminous
Paving Mixtures
NOTE 1—Sieve size is identified by its standard designation in Speci-
D693 Specification for Crushed Aggregate for Macadam
fication E11. The alternative designation given in parentheses is for
3
Pavements (Withdrawn 2008)
information only and does not represent a different standard sieve size.
D1139 Specification for Aggregate for Single or Multiple
1.4 This standard does not purport to address all of the
Bituminous Surface Treatments
safety concerns, if any, associated with its use. It is the
D2489 Practice for Estimating Degree of Particle Coating of
responsibility of the user of this standard to establish appro-
Bituminous-Aggregate Mixtures
priate safety and health practices and determine the applica-
D3319 Practice for the Accelerated Polishing of Aggregates
bility of regulatory limitations prior to use.
Using the British Wheel
D3515 Specification for Hot-Mixed, Hot-Laid Bituminous
2. Referenced Documents
3
Paving Mixtures (Withdrawn 2009)
2
2.1 ASTM Standards:
D3665 Practice for Random Sampling of Construction Ma-
C29/C29M Test Method for Bulk Density (“Unit Weight”)
terials
and Voids in Aggregate
D4215 Specification for Cold-Mixed, Cold-Laid Bituminous
C88 Test Method for Soundness of Aggregates by Use of
Paving Mixtures
Sodium Sulfate or Magnesium Sulfate
D4792 Test Method for Potential Expansion of Aggregates
from Hydration Reactions
D4867/D4867M Test Method for Effect of Moisture on
1
This specification is under the jurisdiction of ASTM Committee D04 on Road
Asphalt Concrete Paving Mixtures
and Paving Materials and is the direct responsibility of Subcommittee D04.50 on
D5106 Specification for Steel Slag Aggregates for Bitumi-
Aggregate Specifications.
nous Paving Mixtures
CurrenteditionapprovedJune1,2015.PublishedJuly2015.Originallyapproved
in 1997. Last previous edition approved in 2013 as D6155 – 13. DOI: 10.1520/ D5711 Test Method for Determining the Adherent Coating
D6155-15.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on The last approved version of this historical standard is referenced on
the ASTM website. www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D6155−15
3
on Coarse Aggregates (Withdrawn 2012) than 90 %, by mass, shall have one or more fractured faces and
D5821 Test Method for Determining the Percentage of not less than 75 %, by mass shall have two or more fractured
Fractured Particles in Coarse Aggregate faces.
E11 Specification for Woven Wire Test Sieve Cloth and Test
NOTE 2—Attention is called to the distinction between conventional
Sieves
(dense mixtures or open mixtures) and open-graded friction course
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: D6155 − 13 D6155 − 15
Standard Specification for
Nontraditional Coarse Aggregates for Bituminous Paving
1
Mixtures
This standard is issued under the fixed designation D6155; 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.
1. 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 D692, D693, D1139, and
D5106, (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 D3515 or D4215.
1.2 The text of this specification references notes and footnotes that provides explanatory material. These notes and footnotes
(excluding those in tables and figures) shall not be considered as requirements of the specification.
1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.
NOTE 1—Sieve size is identified by its standard designation in Specification E11. The alternative designation given in parentheses is for information
only and does not represent a different standard sieve size.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory
limitations prior to use.
2. Referenced Documents
2
2.1 ASTM Standards:
C29/C29M Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate
C88 Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
C125 Terminology Relating to Concrete and Concrete Aggregates
C131 Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles
Machine
C136 Test Method for Sieve Analysis of Fine and Coarse Aggregates
C142 Test Method for Clay Lumps and Friable Particles in Aggregates
C294 Descriptive Nomenclature for Constituents of Concrete Aggregates
D8 Terminology Relating to Materials for Roads and Pavements
D75 Practice for Sampling Aggregates
D448 Classification for Sizes of Aggregate for Road and Bridge Construction
D692 Specification for Coarse Aggregate for Bituminous Paving Mixtures
3
D693 Specification for Crushed Aggregate for Macadam Pavements (Withdrawn 2008)
D1139 Specification for Aggregate for Single or Multiple Bituminous Surface Treatments
D2489 Practice for Estimating Degree of Particle Coating of Bituminous-Aggregate Mixtures
D3319 Practice for the Accelerated Polishing of Aggregates Using the British Wheel
3
D3515 Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures (Withdrawn 2009)
D3665 Practice for Random Sampling of Construction Materials
D4215 Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
1
This specification is under the jurisdiction of ASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.50 on Aggregate
Specifications.
Current edition approved June 1, 2013June 1, 2015. Published July 2013July 2015. Originally approved in 1997. Last previous edition approved in 20062013 as
D6155 – 06.D6155 – 13. DOI: 10.1520/D6155-13.10.1520/D6155-15.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
The last approved version of this historical standard is referenced on www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D6155 − 15
D4792 Test Method for Potential Expansion of Aggregates from Hydration Reactions
D4867/D4867M Test Method for Effect of Moisture on Asphalt Concrete Paving Mixtures
D5106 Specification for Steel Slag Aggregates for Bituminous Paving Mixtures
3
D5711 Test Method for Determining the Adherent Coating on Coarse Aggregates (Withdrawn 2012)
D5821 Test Method for Determining the Percentage of Fractured Particles in Coar
...
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