1、Designation: D3666 13Standard 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 revis
2、ion, 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 U.S. Department of Defense.1. Scope1.1 This specificat
3、ion 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 ana
4、gency 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 requirement
5、sfor 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 m
6、aterials.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 n
7、ot purport 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 followin
8、g referenced 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 Penetr
9、ation 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 ClevelandOpe
10、n Cup 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 CompressiveStren
11、gth 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 and Air
12、on AsphalticMaterials (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 M
13、ovingFilm of Asphalt (Rolling Thin-Film Oven Test)D3143 Test Method for Flash Point of Cutback Asphalt with1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.95 onQuality Control, Inspection and Testing
14、 Agencies.Current edition approved Dec. 1, 2013. Published December 2013. Originallyapproved in 1978. Last previous edition approved in 2011 as D3666 11. DOI:10.1520/D3666-13.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For
15、 Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1Tag Open-Cup ApparatusD5506 Practice for Organizations Engaged in the Ce
16、rtifica-tion of Personnel Testing and Inspecting BituminousPaving MaterialsD6084 Test Method for Elastic Recovery of Asphalt Mate-rials by DuctilometerD6926 Practice for Preparation of Bituminous SpecimensUsing Marshall ApparatusD6927 Test Method for Marshall Stability and Flow ofBituminous Mixtures
17、E329 Specification for Agencies Engaged in ConstructionInspection, Testing, or Special InspectionE1301 Guide for Proficiency Testing by InterlaboratoryComparisons (Withdrawn 2012)33. Terminology3.1 DefinitionsThe approved standard definitions arelisted below.3.1.1 quality system, nthe organizational
18、 structure,responsibilities, procedures, activities, capabilities, and re-sources that together aim to ensure that laboratory servicessatisfy data requirements.3.2 Definitions of Terms Specific to This Standard:3.2.1 agency, nthe organization engaged to test or inspectroad and paving materials as re
19、quired by a specification orcontract.3.2.2 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 pr
20、ocess that establishes the relation-ship (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
21、 on certain types ofequipment, such as balances (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 recalibrat
22、e only when instrumentmeasurements drift 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 perform
23、ed on items ofequipment that do not make 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 ne
24、eded to a specific piece of equipment, suchas 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 stand
25、ards, through an unbroken chainof comparisons 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 c
26、heck ofcalibration (a regular check of instrument 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 isrequ
27、ired in order to establish its traceability. 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 evalua
28、te or accredit the agency.3.2.11 verification, na process that establishes whether theresults 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 whe
29、n torecalibrate. Control charts are often 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 th
30、e qualifications of testing or inspectionagencies, 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 conse
31、nsusbasis for evaluating a testing or inspection 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
32、ensure that only inspections or tests forwhich 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.3The last appro
33、ved version of this historical standard is referenced onwww.astm.org.D3666 1325.3 The agency shall ensure that all equipment is properlymaintained in good operating condition and is calibrated asapplicable.5.4 The agency shall perform all testing and inspection inaccordance with appropriate standard
34、s and quality controlcriteria. Documents unique to the user shall be furnished to theagency.6. General Capabilities6.1 Laboratory TestingThe laboratory testing services of aroad and paving materials testing agency shall include some orall of the following capabilities:6.1.1 Testing of road and pavin
35、g materials and mixtures inthe laboratory,6.1.2 Testing of aggregate for compliance with specificationrequirements,6.1.3 Preparation 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
36、 or AASHTO standard procedure,6.1.4 Determination of percent binder and gradation of plantaggregates in plant mix, and6.1.5 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
37、inspection agency shallinclude some or all of the following capabilities:6.2.1 Investigation of aggregate at the source for 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 h
38、andling, laying, and rolling operationsof the mixture at the site,6.2.4 Determination of thickness of compacted mixture, and6.2.5 Determination of density and the percent compactionof a bituminous pavement after construction.NOTE 1Since the requirements for construction control can varywidely from p
39、roject to project depending upon the nature of the mixture,location, and intended use of the bituminous mixture in the project, thecapability of the agency for testing and inspection should be that necessaryto accomplish construction control of the users specific project or specialrequirements.7. Pe
40、rsonnel Qualifications7.1 Management and SupervisionThe testing and inspec-tion services of the agency shall be under the direction 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
41、have a minimum of5 years experience in inspecting and testing of road and pavingmaterials and construction; however, in place of being alicensed engineer, a person with equivalent science-orientededucation and experience in having satisfactorily directedtesting or inspection services, or both, of ro
42、ad and pavingmaterials is acceptable. This person shall possess all applicableprofessional licenses or certificates required by public law orrequirements of the authority in one or more fields which theperson directs.7.2 Field/Plant Inspector or Testing Technician Supervisor:7.2.1 This person shall
43、have a minimum of 3 years ofrelevant and progressively more responsible experience intesting or inspection, or both, of road and paving materials andhot mix asphalt construction as appropriate to their jobclassification.7.2.2 This person shall have applicable technician level orinspector level, or h
44、igher, certifications/qualifications (see Note2) through a program approved by a state DOT or a national orregional authority.7.3 Field/Plant Inspector or Testing Technician:7.3.1 This person shall have applicable technician level orinspector level certifications/qualifications (see Note 2)through a
45、 program approved by a state DOT or a national orregional authority.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 individual as described inSections 7.2.2 or 7.3.1, at the same facility, p
46、roject, 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 person to fill one or more of thelevels of management, supervision, inspector,
47、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 locations; it is not the intent of this practicethat the supervisory personne
48、l be directly present at suchlocations at all times.NOTE 2The 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 sh
49、allestablish 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 ofrevision shall be indicated on the document. The QSM shall beavailable for use by laboratory staff.8.1.2 Quality System ManagementThe agency shall des-ignate a person(s) having responsibility for determining ifquality system implementation activities are being conductedby agency staff in the manner specified in the agencys qualitysystem manual. This individual(s) shall have
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