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ASTM D3666-05a

(Specification)

Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials

Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials

SCOPE
1.1 This specification covers the minimum requirements for field and laboratory personnel, for establishing and maintaining a quality system, and establishes minimum qualifications for agencies engaged in the testing and inspection of road and paving materials.
1.2 Criteria are provided for evaluating the capability of an agency to properly perform designated tests on road and paving materials, and for establishing guidelines pertaining to an agency's organization, personnel, facilities, and quality system. This specification may be supplemented by more specific criteria, such as that in Specification E 329, and requirements for particular projects.
1.3 This specification can be used as a basis to evaluate testing or inspection agencies, or both, and is intended for use for the qualifying or accrediting, or both, of testing or inspection agencies, public or private, engaged in the testing and inspection of road and paving materials.
1.4 Accreditation is required to comply with this standard. (See 8.1.5.)
1.5 The users of the accredited agency must review the agencies scope of accreditation to ensure the agency has been accredited for its technical competence to perform the tasks requested by the user.
1.6 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.

General Information

Status
Historical
Publication Date
31-May-2005
ICS
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.95 - Quality Control, Inspection and Testing Agencies
Current Stage
Ref Project

Relations

Replaces
ASTM D3666-05 - Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
Effective Date
01-Jun-2005
Replaced By
ASTM D3666-06 - Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
Effective Date
01-Jun-2006
Referred By
ASTM D1188/D1188M-22 - Standard Test Method for Bulk Specific Gravity and Density of Compacted Asphalt Mixtures Using Coated Samples
Effective Date
01-Jun-2005
Referred By
ASTM D6934-22 - Standard Test Method for Residue by Evaporation of Emulsified Asphalt
Effective Date
01-Jun-2005
Referred By
ASTM D6703-19 - Standard Test Method for Automated Heithaus Titrimetry
Effective Date
01-Jun-2005
Referred By
ASTM D7369-20 - Standard Test Method for Determining the Resilient Modulus of Asphalt Mixtures by Indirect Tension Test
Effective Date
01-Jun-2005
Referred By
ASTM D6857/D6857M-18 - Standard Test Method for Maximum Specific Gravity and Density of Asphalt Mixtures Using Automatic Vacuum Sealing Method
Effective Date
01-Jun-2005
Referred By
ASTM D3740-19 - Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction
Effective Date
01-Jun-2005
Referred By
ASTM D6931-17 - Standard Test Method for Indirect Tensile (IDT) Strength of Asphalt Mixtures
Effective Date
01-Jun-2005
Referred By
ASTM D7405-20 - Standard Test Method for Multiple Stress Creep and Recovery (MSCR) of Asphalt Binder Using a Dynamic Shear Rheometer
Effective Date
01-Jun-2005
Referred By
ASTM D6926-20 - Standard Practice for Preparation of Asphalt Mixture Specimens Using Marshall Apparatus
Effective Date
01-Jun-2005
Referred By
ASTM D2950/D2950M-22 - Standard Test Method for Density of Asphalt Mixtures in Place by Nuclear Methods
Effective Date
01-Jun-2005
Referred By
ASTM D2027/D2027M-19 - Standard Specification for Cutback Asphalt (Medium-Curing Type)
Effective Date
01-Jun-2005
Referred By
ASTM D3744/D3744M-18 - Standard Test Method for Aggregate Durability Index
Effective Date
01-Jun-2005
Referred By
ASTM D243/D243M-22 - Standard Test Method for Residue of Specified Penetration
Effective Date
01-Jun-2005

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ASTM D3666-05a - Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving MaterialsASTM D3666-05a - Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
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ASTM D3666-05a - Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials
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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 3666 – 05a
Standard Specification for
Minimum Requirements for Agencies Testing and Inspecting
1
Road and Paving Materials
This standard is issued under the fixed designation D 3666; 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.
2
1. Scope 2.2 ASTM Standards:
C 128 Test Method for Density, Relative Density (Specific
1.1 This specification covers the minimum requirements for
Gravity) and Absorption of Fine Aggregate
fieldandlaboratorypersonnel,forestablishingandmaintaining
D5 Test Method for Penetration of Bituminous Materials
a quality system, and establishes minimum qualifications for
D8 Terminology Relating to Materials for Roads and Pave-
agencies engaged in the testing and inspection of road and
ments
paving materials.
D36 Test Method for Softening Point of Bitumen (Ring-
1.2 Criteria are provided for evaluating the capability of an
and-Ball Apparatus)
agencytoproperlyperformdesignatedtestsonroadandpaving
D70 Test Method for Specific Gravity and Density of
materials, and for establishing guidelines pertaining to an
Semi-Solid Bituminous Materials (Pycnometer Method)
agency’sorganization,personnel,facilities,andqualitysystem.
D92 Test Method for Flash and Fire Points by Cleveland
This specification may be supplemented by more specific
Open Cup Tester
criteria, such as that in Specification E 329, and requirements
D113 Test Method for Ductility of Bituminous Materials
for particular projects.
D 139 Test Method for Float Test for Bituminous Materials
1.3 This specification can be used as a basis to evaluate
D 244 Test Methods for Emulsified Asphalts
testing or inspection agencies, or both, and is intended for use
D 1074 Test Method for Compressive Strength of Bitumi-
for the qualifying or accrediting, or both, of testing or
nous Mixtures
inspection agencies, public or private, engaged in the testing
D 1075 Test Method for Effect of Water on Compressive
and inspection of road and paving materials.
Strength of Compacted Bituminous Mixtures
1.4 Accreditation is required to comply with this standard.
D 1559 Test Method for Resistance to Plastic Flow of
(See 8.1.5.)
3
Bituminous Mixtures Using Marshall Apparatus
1.5 The users of the accredited agency must review the
D 1560 Test Methods for Resistance to Deformation and
agencies scope of accreditation to ensure the agency has been
Cohesion of Bituminous Mixtures by Means of Hveem
accredited for its technical competence to perform the tasks
Apparatus
requested by the user.
D 1561 PracticeforPreparationofBituminousMixtureTest
1.6 This standard does not purport to address all of the
Specimens by Means of California Kneading Compactor
safety concerns, if any, associated with its use. It is the
D 1754 Test Method for Effects of Heat andAir onAsphal-
responsibility of the user of this standard to establish appro-
tic Materials (Thin-Film Oven Test)
priate safety and health practices and determine the applica-
D 1856 Test Method for Recovery ofAsphalt from Solution
bility of regulatory limitations prior to use.
by Abson Method
2. Referenced Documents
D 2041 Test Method for Theoretical Maximum Specific
Gravity and Density of Bituminous Paving Mixtures
2.1 The following referenced documents are those that are
D 2170 Test Method for Kinematic Viscosity of Asphalts
specifically mentioned in Specification D 3666. These refer-
(Bitumens)
enced documents are not meant to be all inclusive, as Speci-
D 2171 Test Method for Viscosity of Asphalts by Vacuum
fication D 3666 applies, as appropriate, to all test methods
Capillary Viscometer
under the jurisdiction of Committee D04.
1
2
This specification is under the jurisdiction of ASTM Committee D04 on Road
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
and Paving Materials and is the direct responsibility of Subcommittee D04.95 on
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Quality Control, Inspection, and Testing Agencies.
Standards volume information, refer to the standard’s Document Summary page on
CurrenteditionapprovedJune1,2005.PublishedJuly2005.Originallyapproved
the ASTM website.
3
in 1978. Last previous edition approved in 2005 as D 3666 – 05.
Withdrawn.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D 3666 – 05a
D 2872 TestMethodforEffectofHeatandAironaMoving 5.2 The agency shall ensure that personnel perform only
Film of Asphalt (Rolling Thin-Film
...

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SCOPE
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1.1 These test methods and practices, given under the headings titled Composition, Consistency, Stability, and Examination of Residue, cover the examination of asphalt emulsions composed principally of a semisolid or liquid asphaltic base, water, and an emulsifying agent. The test methods cover the following tests and practices:    
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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.  
4.2 This test method is predicated on the fact that an electrical connection between the surface of the pavement and the reinforcing steel in the concrete pavement cannot be made through an impermeable water-barrier membrane.  
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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.  
1.2 Measurements shall be performed on the bituminous pavement surface covering the water-barrier membrane.  
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ASTM D8239-23(Specification)
Standard Specification for Performance-Graded Asphalt Binder Using the Multiple Stress Creep and Recovery (MSCR) Test

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.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ASTM D6373-23(Specification)
Standard Specification for Performance-Graded Asphalt Binder

ABSTRACT
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.
SCOPE
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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