1、Designation: D3666 09aStandard Specification forMinimum Requirements for Agencies Testing and InspectingRoad and Paving Materials1This standard is issued under the fixed designation D3666; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revi
2、sion, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This specification
3、covers the minimum requirements forfield and laboratory personnel, for establishing and maintaininga quality system, and establishes minimum qualifications foragencies engaged in the testing and inspection of road andpaving materials.1.2 Criteria are provided for evaluating the capability of anagenc
4、y to properly perform designated tests on road and pavingmaterials, and for establishing guidelines pertaining to anagencys organization, personnel, facilities, and quality system.This specification may be supplemented by more specificcriteria, such as that in Specification E329, and requirementsfor
5、 particular projects.1.3 This specification can be used as a basis to evaluatetesting or inspection agencies, or both, and is intended for usefor the qualifying or accrediting, or both, of testing orinspection agencies, public or private, engaged in the testingand inspection of road and paving mater
6、ials.1.4 Accreditation is required to comply with this standard.(See 8.1.5.)1.5 The users of the accredited agency must review theagencys scope of accreditation to ensure the agency has beenaccredited for its technical competence to perform the tasksrequested by the user.1.6 This standard does not p
7、urport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 The following re
8、ferenced documents are those that arespecifically mentioned in this specification. These referenceddocuments are not meant to be all inclusive, as this specifica-tion applies, as appropriate, to all test methods under thejurisdiction of Committee D04.2.2 ASTM Standards:2D5 Test Method for Penetratio
9、n of Bituminous MaterialsD8 Terminology Relating to Materials for Roads and Pave-mentsD36 Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus)D70 Test Method for Density of Semi-Solid BituminousMaterials (Pycnometer Method)D92 Test Method for Flash and Fire Points by ClevelandOpen Cu
10、p TesterD113 Test Method for Ductility of Bituminous MaterialsD139 Test Method for Float Test for Bituminous MaterialsD244 Test Methods and Practices for Emulsified AsphaltsD1074 Test Method for Compressive Strength of Bitumi-nous MixturesD1075 Test Method for Effect of Water on CompressiveStrength
11、of Compacted Bituminous MixturesD1560 Test Methods for Resistance to Deformation andCohesion of Bituminous Mixtures by Means of HveemApparatusD1561 Practice for Preparation of Bituminous Mixture TestSpecimens by Means of California Kneading CompactorD1754 Test Method for Effects of Heat andAir onAsp
12、halticMaterials (Thin-Film Oven Test)D1856 Test Method for Recovery of Asphalt From Solutionby Abson MethodD2170 Test Method for Kinematic Viscosity of Asphalts(Bitumens)D2171 Test Method for Viscosity of Asphalts by VacuumCapillary ViscometerD2872 Test Method for Effect of Heat and Air on a MovingF
13、ilm of Asphalt (Rolling Thin-Film Oven Test)D3143 Test Method for Flash Point of CutbackAsphalt withTag Open-Cup ApparatusD5506 Practice for Organizations Engaged in the Certifica-tion of Personnel Testing and Inspecting BituminousPaving Materials1This specification is under the jurisdiction of ASTM
14、 Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.95 onQuality Control, Inspection and Testing Agencies.Current edition approved Dec. 1, 2009. Published January 2010. Originallyapproved in 1978. Last previous edition approved in 2009 as D3666 09. DOI:10.
15、1520/D3666-09A.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor
16、 Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.D6084 Test Method for Elastic Recovery of BituminousMaterials by DuctilometerD6926 Practice for Preparation of Bituminous SpecimensUsing Marshall ApparatusD6927 Test Method for Marshall Stability and Flow ofBituminous MixturesE329
17、Specification for Agencies Engaged in ConstructionInspection and/or TestingE1301 Guide for Proficiency Testing by InterlaboratoryComparisons3. Terminology3.1 DefinitionsThe approved standard definitions arelisted below.3.1.1 quality system, nthe organizational structure, re-sponsibilities, procedure
18、s, activities, capabilities, and resourcesthat together aim to ensure that laboratory services satisfy datarequirements.3.2 Definitions of Terms Specific to This Standard:3.2.1 agency, nthe organization engaged to test or inspectroad and paving materials as required by a specification orcontract.3.2
19、.2 quality system manual (QSM)a set of documentsdescribing an agencys quality system.3.2.3 userthe person or organization engaging the agencyto provide inspections or tests; or using this specification toevaluate or accredit the agency.3.2.4 calibration, na process that establishes the relation-ship
20、 (traceability) between the results of a measurementinstrument, measurement system, or material measure and thecorresponding values assigned to a reference standard.3.2.4.1 DiscussionThe purpose of calibration is to estab-lish the traceability of a measurement on certain types ofequipment, such as b
21、alances (measurement instrument) anddynamic shear rheometer (measurement system). Uncertaintyestimates obtained during calibration are used to judge if aninstrument is suitable for its intended purpose. There is a needto re-establish traceability or recalibrate only when instrumentmeasurements drift
22、 out of control (as determined throughverification of calibration).3.2.5 check, na specific type of inspection and/or mea-surement performed on equipment and materials to indicatecompliance or otherwise with stated criteria.3.2.5.1 DiscussionChecks are performed on items ofequipment that do not make
23、 measurements, such as specimenmolds and ovens. Stated criteria can be dimensional tolerances.3.2.6 quality system manual (QSM), na set of documentsdescribing an agencys quality system.3.2.7 standardization, na process that determines whetheradjustments are needed to a specific piece of equipment, s
24、uchas pycnometers and flow meters, when its performance iscompared with that of a generally accepted standard.3.2.8 traceability, nthe property of a result of a measure-ment whereby it can be related to stated references, usuallynational or international standards, through an unbroken chainof compar
25、isons all having stated uncertainties.3.2.8.1 DiscussionThere is a need for traceable measure-ments. Measurements, not the instrument, can be traceable.Measurement traceability is established through calibration.Measurement traceability is maintained through check ofcalibration (a regular check of i
26、nstrument output using acontrol standard).3.2.9 uncertainty, na parameter associated with the resultof a measurement that defines the range of the values that couldbe attributed to the measured quantity.3.2.9.1 DiscussionThe uncertainty of a measurement isrequired in order to establish its traceabil
27、ity. The uncertaintyestimates obtained during calibration are used to judge if aninstrument is suitable for its intended purpose.3.2.10 user, nthe person or organization engaging theagency to provide inspections or tests; or using this specifica-tion to evaluate or accredit the agency.3.2.11 verific
28、ation, na process that establishes whetherthe results of a previously calibrated measurement instrument,measurement system, or material measure are stable.3.2.11.1 DiscussionVerification is used to maintain thetraceability of a measurement and to determine when torecalibrate. Control charts are ofte
29、n used to plot verificationresults and determine if instrument measurements have driftedout of control.3.3 Other Definitions:3.3.1 Refer to Terminology D8.4. Significance and Use4.1 This specification provides the basic minimum criteriafor use in evaluating the qualifications of testing or inspectio
30、nagencies, or both, for road and paving materials. The criteriamay be supplemented by more specific criteria and require-ments. An individual user can also use it to judge thequalification of an agency.4.2 The intent of this specification is to provide a consensusbasis for evaluating a testing or in
31、spection agency, or both,with respect to that agencys capability to objectively andcompetently provide the specific services needed by the user.4.3 This specification can be used as a basis for accredita-tion.5. Responsibilities and Duties5.1 The agency shall ensure that only inspections or tests fo
32、rwhich it is adequately equipped and staffed are performed.5.2 The agency shall ensure that personnel perform onlyinspections and tests for which they are adequately trained,qualified, and certified in accordance with applicable specifi-cations.5.3 The agency shall ensure that all equipment is prope
33、rlymaintained in good operating condition and is calibrated asapplicable.5.4 The agency shall perform all testing and inspection inaccordance with appropriate standards and quality controlcriteria. Documents unique to the user shall be furnished to theagency.6. General Capabilities6.1 Laboratory Tes
34、tingThe laboratory testing services ofa road and paving materials testing agency shall include someor all of the following capabilities:6.1.1 Testing of road and paving materials and mixtures inthe laboratory,D3666 09a26.1.2 Testing of aggregate for compliance with specificationrequirements,6.1.3 Pr
35、eparation and evaluation of mix design in accor-dance with the proper method common to the geographicalarea in which it offers services or in accordance with theappropriate ASTM or AASHTO standard procedure,6.1.4 Determination of percent binder and gradation of plantaggregates in plant mix, and6.1.5
36、 Determination and verification of mix properties forcomparison with the mix design.6.2 Field Testing and InspectionThe field services of aroad and paving materials testing and inspection agency shallinclude some or all of the following capabilities:6.2.1 Investigation of aggregate at the source for
37、 compli-ance with specification requirements,6.2.2 Inspection of proportioning and mixing at the plant orproject site in accordance with users requirements.6.2.3 Inspection of handling, laying, and rolling operationsof the mixture at the site,6.2.4 Determination of thickness of compacted mixture, an
38、d6.2.5 Determination of density and the percent compactionof a bituminous pavement after construction.NOTE 1Since the requirements for construction control can varywidely from project to project depending upon the nature of the mixture,location, and intended use of the bituminous mixture in the proj
39、ect, thecapability of the agency for testing and inspection should be that necessaryto accomplish construction control of the users specific project or specialrequirements.7. Personnel Qualifications7.1 Management and SupervisionThe testing and inspec-tion services of the agency shall be under the d
40、irection of aperson charged with scientific or engineering managerial re-sponsibility. This person should be a licensed engineer and afull-time employee of the agency and shall have a minimum of5 years experience in inspecting and testing of road and pavingmaterials and construction; however, in pla
41、ce of being alicensed engineer, a person with equivalent science-orientededucation and experience in having satisfactorily directedtesting or inspection services, or both, of road and pavingmaterials is acceptable. This person shall possess all applicableprofessional licenses or certificates require
42、d by public law orrequirements of the authority in one or more fields which theperson directs.ANICET Level IV Certification in ConstructionMaterials TestingSubfield Asphalt would be considered anexample of an acceptable certification of the experience of thisindividual.NOTE 2The National Institute f
43、or Certification in Engineering Tech-nologies (NICET) is a nationally recognized certification organization.37.2 Field/Plant Inspector or Testing Technician Supervisor:7.2.1 This person shall have a minimum of 3 years ofrelevant and progressively more responsible experience intesting and/or inspecti
44、on of road and paving materials and hotmix asphalt construction as appropriate to their job classifica-tion.7.2.2 This person shall have applicable technician level orinspector level, or higher, certifications/qualifications (see Note3) through a program approved by a State DOT, or have aNICET Level
45、 II certification in Construction MaterialsTestingAsphalt, or Transportation TechnologistHighwayMaterials.7.3 Field/Plant Inspector or Testing Technician:7.3.1 This person shall have applicable technician level orinspector level certifications/qualifications (see Note 3)through a program approved by
46、 a State DOT, or, have a NICETLevel I certification in Construction Materials TestingAsphalt, or Transportation TechnologistHighway Materials.7.3.2 Trainees working toward certification can be used toperform the inspection or test, or both, if they work under thesupervision of a certified/qualified
47、individual as described inSections 7.2.2 or 7.3.1, at the same facility, project, or plant.The trainee cannot evaluate the test or inspection results or signacceptance reports. The trainee must achieve certificationwithin 2 years from the start of work as a trainee.7.4 It is satisfactory for a perso
48、n to fill one or more of thelevels of management, supervision, inspector, or technicianpositions in accordance with 7.1, 7.2, and 7.3 provided thatperson qualifies for the highest level. It is also recognized thatfrequently a few laboratory control tests are conducted at smallfield or peripheral loc
49、ations; it is not the intent of this practicethat the supervisory personnel be directly present at suchlocations at all times.NOTE 3The organization certifying should meet the requirements ofPractice D5506.8. Quality System Criteria8.1 The agency shall establish and implement a qualitysystem which meets the following criteria:8.1.1 Quality System Manual (QSM)The agency shallestablish and maintain a QSM that conforms to the require-ments in Section 9. Each document in the QSM shall indicateits preparation date. If a document is revised, the date o
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