ASTM D3666-2007a Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials《试剂试验、检验道路和铺路材料用最低要求的标准规范》.pdf

《ASTM D3666-2007a Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials《试剂试验、检验道路和铺路材料用最低要求的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D3666-2007a Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials《试剂试验、检验道路和铺路材料用最低要求的标准规范》.pdf（7页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 3666 07aStandard Specification forMinimum Requirements for Agencies Testing and InspectingRoad and Paving Materials1This standard is issued under the fixed designation D 3666; the number immediately following the designation indicates the year oforiginal adoption or, in the case of re

2、vision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript 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.1. Scope*1.1 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 E 329, and requiremen

5、tsfor 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

6、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 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

7、not 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 followi

8、ng referenced documents are those that arespecifically mentioned in Specification D 3666. These refer-enced documents are not meant to be all inclusive, as Speci-fication D 3666 applies, as appropriate, to all test methodsunder the jurisdiction of Committee D04.2.2 ASTM Standards:2C 128 Test Method

9、for Density, Relative Density (SpecificGravity), and Absorption of Fine AggregateD5 Test Method for Penetration 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 S

10、emi-Solid BituminousMaterials (Pycnometer Method)D92 Test Method for Flash and Fire Points by ClevelandOpen Cup TesterD113 Test Method for Ductility of Bituminous MaterialsD 139 Test Method for Float Test for Bituminous MaterialsD 244 Test Methods and Practices for Emulsified AsphaltsD 1074 Test Met

11、hod for Compressive Strength of Bitumi-nous MixturesD 1075 Test Method for Effect of Water on CompressiveStrength of Compacted Bituminous MixturesD 1560 Test Methods for Resistance to Deformation andCohesion of Bituminous Mixtures by Means of HveemApparatusD 1561 Practice for Preparation of Bitumino

12、us Mixture TestSpecimens by Means of California Kneading CompactorD 1754 Test Method for Effects of Heat and Air on Asphal-tic Materials (Thin-Film Oven Test)D 1856 Test Method for Recovery of Asphalt From Solu-tion by Abson MethodD 2041 Test Method for Theoretical Maximum SpecificGravity and Densit

13、y of Bituminous Paving MixturesD 2170 Test Method for Kinematic Viscosity of Asphalts(Bitumens)D 2171 Test Method for Viscosity of Asphalts by VacuumCapillary ViscometerD 2872 Test Method for Effect of Heat andAir on a MovingFilm of Asphalt (Rolling Thin-Film Oven Test)D 3142 Test Method for Specifi

14、c Gravity, API Gravity, or1This 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 Agencies.Current edition approved Aug. 1, 2007. Published August 2007. Originall

15、yapproved in 1978. Last previous edition approved in 2007 as D 3666 07.2For 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 AST

16、M website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.Density of Cutback Asphalts by Hydrometer MethodD 3143 Test Method for Flash Point of Cutback Asphaltwith Tag

17、 Open-Cup Apparatus3D 4402 Test Method for Viscosity Determination ofAsphaltat Elevated Temperatures Using a Rotational ViscometerD 5506 Practice for Organizations Engaged in the Certifi-cation of Personnel Testing and Inspecting BituminousPaving MaterialsD 6084 Test Method for Elastic Recovery of B

18、ituminousMaterials by DuctilometerD 6307 Test Method for Asphalt Content of Hot-Mix As-phalt by Ignition MethodD 6521 Practice for Accelerated Aging of Asphalt BinderUsing a Pressurized Aging Vessel (PAV)D 6648 Test Method for Determining the Flexural CreepStiffness of Asphalt Binder Using the Bendi

19、ng BeamRheometer (BBR)D 6925 Test Method for Preparation and Determination ofthe Relative Density of Hot Mix Asphalt (HMA) Speci-mens by Means of the Superpave Gyratory CompactorD 6926 Practice for Preparation of Bituminous SpecimensUsing Marshall ApparatusD 6927 Test Method for Marshall Stability a

20、nd Flow ofBituminous MixturesD 6307 Test Method for Asphalt Content of Hot-Mix As-phalt by Ignition MethodD 7175 Test Method for Determining the Rheological Prop-erties of Asphalt Binder Using a Dynamic Shear Rheom-eterE 329 Specification for Agencies Engaged in ConstructionInspection and/or Testing

21、3. Terminology3.1 DefinitionsThe approved standard definitions arelisted below. In addition, for information purposes only,Appendix X1 includes definitions for the terms verification,calibration, traceability, and uncertainty.3.1.1 quality system, nthe organizational structure, re-sponsibilities, pr

22、ocedures, 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 orcontr

23、act.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 process that establishes the relati

24、on-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 on certain types ofequipment, su

25、ch 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 recalibrate only when instrumentmeasurement

26、s 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 performed on items ofequipment that do n

27、ot 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 needed to a specific piece of equip

28、ment, 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 standards, through an unbroken chainof

29、 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 check ofcalibration (a regular che

30、ck 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 isrequired in order to establish its tr

31、aceability. 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

32、verification, 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 a

33、re 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 the qualifications of testing or in

34、spectionagencies, 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 testin

35、g or inspection agency, or both,3Withdrawn.D 3666 07a2with 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

36、 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.5.3 The agency shall ensur

37、e 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 standards and quality controlcriteria. Documents unique to the user shall be furnished to theagency.6. General C

38、apabilities6.1 Laboratory TestingThe 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,6.1.2 Testing of aggregate for compliance with specificationre

39、quirements,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 or AASHTO standard procedure,6.1.4 Determination of percent binder and gradation of plantaggregates in

40、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 inspection agency shallinclude some or all of the following capabilities:6.2.1 Investigation of aggregat

41、e 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 handling, laying, and rolling operationsof the mixture at the site,6.2.4 Determination of thickness of co

42、mpacted 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 project to project depending upon the nature of the mixture,location, and intended use of the bituminous

43、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. Personnel Qualifications7.1 Management and SupervisionThe testing and inspec-tion services of the agency s

44、hall 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 have a minimum of5 years experience in inspecting and testing of road and pavingmaterials and constructi

45、on; 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 road and pavingmaterials is acceptable. This person shall possess all applicableprofessional licenses or c

46、ertificates required 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 N

47、ational Institute for Certification in Engineering Tech-nologies (NICET) is a nationally recognized certification organization.47.2 Supervising Field or Laboratory Technician or Inspec-tior:7.2.1 This person shall have a minimum of 3 years ofrelevant and progressively more responsible experience int

48、esting and/or inspection 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

49、, or have aNICET Level 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 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, o