ASTM C1077-2015 Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation《检验机构测试施工用混凝土和混凝土骨料的标准实践规程.pdf

《ASTM C1077-2015 Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation《检验机构测试施工用混凝土和混凝土骨料的标准实践规程.pdf》由会员分享，可在线阅读，更多相关《ASTM C1077-2015 Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation《检验机构测试施工用混凝土和混凝土骨料的标准实践规程.pdf（9页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C1077 15Standard Practice forAgencies Testing Concrete and Concrete Aggregates forUse in Construction and Criteria for Testing AgencyEvaluation1This standard is issued under the fixed designation C1077; the number immediately following the designation indicates the year oforiginal adopt

2、ion or, in the case of revision, 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

3、.1. Scope*1.1 This practice identifies and defines the duties,responsibilities, and minimum technical requirements of test-ing agency personnel and the minimum technical requirementsfor equipment utilized in testing concrete and concrete aggre-gates for use in construction.1.2 This practice provides

4、 criteria for the evaluation of thecapability of a testing agency to perform designatedASTM testmethods on concrete and concrete aggregates. It can be used byan evaluation authority in the inspection or accreditation of atesting agency or by other parties to determine if the agency isqualified to co

5、nduct the specified tests.NOTE 1Specification E329 provides criteria for the evaluation ofagencies that perform the inspection of concrete during placement.1.3 This practice provides criteria for Inspection Bodies andAccreditation Bodies that provide services for evaluation oftesting agencies in acc

6、ordance with this practice.1.4 This standard does 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 p

7、rior to use.2. Referenced Documents2.1 ASTM Standards:2C31/C31M Practice for Making and Curing Concrete TestSpecimens in the FieldC39/C39M Test Method for Compressive Strength of Cylin-drical Concrete SpecimensC78/C78M Test Method for Flexural Strength of Concrete(Using Simple Beam with Third-Point

8、Loading)C117 Test Method for Materials Finer than 75-m (No. 200)Sieve in Mineral Aggregates by WashingC125 Terminology Relating to Concrete and Concrete Ag-gregatesC127 Test Method for Relative Density (Specific Gravity)and Absorption of Coarse AggregateC128 Test Method for Relative Density (Specifi

9、c Gravity)and Absorption of Fine AggregateC136 Test Method for Sieve Analysis of Fine and CoarseAggregatesC138/C138M Test Method for Density (Unit Weight), Yield,and Air Content (Gravimetric) of ConcreteC143/C143M Test Method for Slump of Hydraulic-CementConcreteC172/C172M Practice for Sampling Fres

10、hly Mixed Con-creteC173/C173M Test Method forAir Content of Freshly MixedConcrete by the Volumetric MethodC231/C231M Test Method forAir Content of Freshly MixedConcrete by the Pressure MethodC617/C617M Practice for Capping Cylindrical ConcreteSpecimensC802 Practice for Conducting an Interlaboratory

11、Test Pro-gram to Determine the Precision of Test Methods forConstruction MaterialsC1064/C1064M Test Method for Temperature of FreshlyMixed Hydraulic-Cement ConcreteC1231/C1231M Practice for Use of Unbonded Caps inDetermination of Compressive Strength of Hardened Con-crete CylindersD75 Practice for S

12、ampling AggregatesD2419 Test Method for Sand Equivalent Value of Soils andFine AggregateE4 Practices for Force Verification of Testing MachinesE11 Specification for Woven Wire Test Sieve Cloth and TestSievesE329 Specification for Agencies Engaged in ConstructionInspection, Testing, or Special Inspec

13、tion1This practice is under the jurisdiction of ASTM Committee C09 on Concreteand ConcreteAggregates and is the direct responsibility of Subcommittee C09.98 onEvaluation of Laboratories.Current edition approved Feb. 1, 2015. Published March 2015. Originallyapproved in 1987. Last previous edition app

14、roved in 2014 as C107714. DOI:10.1520/C1077-15.2For 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.*A Summary of

15、Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1E1301 Guide for Proficiency Testing by InterlaboratoryComparisons (Withdrawn 2012)32.2 ACI Standards:ACI 214-77 Recommended Practice fo

16、r Evaluation ofStrength Test Results of Concrete42.3 ISO Standards:ISO 17011 Conformity AssessmentGeneral RequirementsFor Accreditation Bodies Accrediting Conformity Assess-ment Bodies53. Terminology3.1 Definitions:3.1.1 For definitions of terms used in this practice, refer toTerminology C125.3.2 De

17、finitions of Terms Specific to This Standard:3.2.1 evaluation authority, nan independent entity, apartfrom the testing agency being evaluated, that has the capabilityto provide an unbiased evaluation of the technical activities ofconcrete and concrete aggregates testing agencies in accor-dance with

18、Annex A1 or Annex A2.3.2.1.1 DiscussionTwo acceptable methods of evaluationare inspection and accreditation, and these evaluations areoffered by many evaluation authorities. An inspection is anevaluation of equipment and procedures based on the TestMethods and Procedures section, along with a review

19、 of thequality system. An inspection report is the final step in theprocess for an inspection agency. The testing agency beingevaluated performs corrective actions for any deficienciesnoted, and these corrections are to be placed with the otherinspection documentation as part of the permanent record

20、 ofthe inspection. An accreditation agency uses the results of theinspection report or the results of their own onsite assessmentas one phase of the accreditation process. As a separate phase,the accreditation agency also reviews the testing agencyscorrective actions for the deficiencies noted and i

21、ssues acertificate of accreditation once all of the deficiencies havebeen corrected. There is no universally accepted evaluationauthority in the construction materials testing field; therefore,testing agencies should give careful consideration when select-ing an evaluation authority to gain the most

22、 benefit from theevaluation. In most cases, a testing agency will select anevaluation authority as a result of requirements in a projectspecification, or contract, or in response to local codes, or otherindustry requirements. In those circumstances, the require-ments will stipulate the acceptable ev

23、aluation authorities. Ifthere are no specific requirements and the evaluation is inanticipation of future work or to compete with other localtesting agencies, then the agency should contact the organiza-tion(s) most likely to use their services for a list of acceptableevaluation authorities. A list

24、of evaluation authorities is pro-vided in the Qualification of Personnel and Laboratory Evalu-ation section of the Manual of Aggregate and ConcreteTesting.6The list is merely a collection of organizations willingto provide this service and is not an endorsement of anyparticular organization. Other o

25、rganizations may also be avail-able to provide this service.3.2.2 external technical services, nthose services requiredby a testing agency that are provided by another organization.3.2.3 field technician, nan employee of the agency who isassigned to perform sampling and testing functions outside the

26、laboratory.3.2.4 laboratory technician, nan employee of the agencywho is assigned to perform the actual testing operationsprimarily conducted in the laboratory.3.2.5 quality systems, nthose internal procedures andpractices that an agency utilizes to ensure continued compli-ance with applicable testi

27、ng standards for concrete and con-crete aggregates.3.2.6 testing agency, norganization that measures,examines, performs tests, or otherwise determines the charac-teristics or performance of materials or products. This includesorganizations that offer commercial testing services, an in-house quality

28、control function, an academic institution, or anyother organization providing the required testing services,whether performed in the laboratory or in the field.4. Significance and Use4.1 The testing and inspection of concrete and concreteaggregates are important elements in obtaining quality con-str

29、uction. A testing agency providing these services must beselected with care.4.2 A testing agency shall be deemed qualified to performand report the results of its tests if the agency meets therequirements of this practice. The testing agency services shallbe provided under the technical direction of

30、 a registeredprofessional engineer.4.3 This practice establishes essential characteristics per-taining to the organization, personnel, facilities, and qualitysystems of the testing agency. This practice may be supple-mented by more specific criteria and requirements for particu-lar projects.5. Organ

31、ization5.1 The following information shall be readily available forreview:5.1.1 Description of the organization, including:5.1.1.1 Complete legal name and address of the main officeand each testing agency location,5.1.1.2 Names and positions of the principal officers and theresponsible, registered p

32、rofessional engineer in charge, and5.1.1.3 Description of the testing agency management struc-ture.5.1.2 Listing of the relevant technical services offered, and5.1.3 All external technical services normally utilized.3The last approved version of this historical standard is referenced onwww.astm.org.

33、4Available from American Concrete Institute (ACI), P.O. Box 9094, FarmingtonHills, MI 48333-9094, http:/www.aci-int.org.5Available from International Organization for Standardization (ISO), 1, ch. dela Voie-Creuse, Case postale 56, CH-1211, Geneva 20, Switzerland, http:/www.iso.ch.6Manual of Aggrega

34、te and Concrete Testing, Annual Book of ASTMStandards , Vol 04.02.C1077 1525.2 The testing agency shall designate an individual withaccess to management who has the responsibility of seeing thatprocedures required in this document are being carried out.6. Personnel Qualifications6.1 Information shal

35、l be made available to substantiatepersonnel qualifications as follows:6.1.1 All relevant testing services are provided under thefull-time technical direction of a registered professional engi-neer with at least 5 years experience in construction materialstesting.6.1.2 Supervising laboratory technic

36、ians shall possess aminimum of 3 years relevant experience and current techniciancertification. The technician certification program must includea written examination and performance examination of rel-evant tests. Relevant tests that must be covered by thecertification program are: Practices C31/C3

37、1M, C172/C172M,and C617/C617M or C1231/C1231M, and Test Methods C39/C39M, C117, C127, C128, C136, C138/C138M, C143/C143M, C173/C173M, C231/C231M, and C1064/C1064M.Test Method C78/C78M is also considered a relevant test if itis included on the agencys list of technical services. In caseswhere the sup

38、ervising laboratory technician is supervisingtechnicians who only test concrete, the applicable relevant testsare the concrete tests listed in the group. Where the supervisinglaboratory technician is supervising technicians who only testaggregates, the applicable relevant tests are the aggregate tes

39、tslisted in the group.6.1.3 Supervising field technicians shall possess a minimumof 3 years relevant experience and current technician certifi-cation. The technician certification program must include awritten examination and performance examination of relevanttests. Relevant tests that must be cove

40、red by the certificationprogram are: Practices C31/C31M and C172/C172M and TestMethods C138/C138M, C143/C143M, C173/C173M, C231/C231M, and C1064/C1064M.6.1.4 Concrete laboratory technicians shall possess currenttechnician certification. The technician certification programmust include a written exam

41、ination and performance examina-tion of relevant tests. Relevant tests that must be covered by thecertification program are: Test Method C39/C39M and PracticeC617/C617M or C1231/C1231M. Test Method C78/C78M isalso considered a relevant test if it is included on the agencyslist of technical services.

42、6.1.5 Aggregate laboratory technicians shall possess currenttechnician certification. The technician certification programmust include a written examination and performance examina-tion of relevant tests. Relevant tests that must be covered by thecertification program are: Test Methods C117, C127, C

43、128,and C136.6.1.6 Concrete field technicians shall possess current tech-nician certification. The technician certification program mustinclude a written examination and performance examination ofrelevant tests. Relevant tests that must be covered by thecertification program are: Practices C31/C31M

44、and C172/C172M and Test Methods C138/C138M, C143/C143M, C173/C173M, C231/C231M, and C1064/C1064M.6.1.7 The technician certification program shall meet thefollowing criteria:6.1.7.1 The written examination shall be of sufficient lengthand detail to cover the test method or practice, including, asappl

45、icable: the significance of the test or practice, sampling,specimen preparation, procedure, calculations, and reporting ofresults,6.1.7.2 The performance examination shall include a dem-onstration of the test method or practice, to document thetechnicians ability to correctly perform the procedure i

46、naccordance with the standard, and6.1.7.3 The written and performance examinations shallinclude all relevant test methods that are listed in the sectionabove for the type of technician being certified.NOTE 2A list of technician certification programs is provided in theQualification of Personnel and

47、Laboratory Evaluation section of theManual ofAggregate and Concrete Testing.6The list is merely a collectionof certification programs and is not an endorsement of any particularprogram. Other programs may also be available.6.1.7.4 The certification body shall establish the period ofcertification but

48、 not to exceed five years.6.1.7.5 The period for which the certification is valid shallbe clearly and prominently stated on any documents that attestto the certification(s) held by the individual.7. Test Methods and Procedures7.1 The testing agency shall be capable of performing therequired ASTM tes

49、t methods, guides, or practices in 7.2 andmay request additional evaluation for the optional methods in7.3 to the extent that those services are provided by the agency.7.2 Required Test Methods and Practices:7.2.1 For Agencies Testing Concrete:7.2.1.1 Sampling, Practice C172/C172M,7.2.1.2 Slump, Test Method C143/C143M,7.2.1.3 Unit Weight, Yield, and Air Content, Test MethodC138/C138M,7.2.1.4 Air Content, Test Method C173/C173M (volumetricmethod), or Test Method C231/C231M (pressure method), orboth.7.2.1.5 Temperature, Test Method C1064/C1064M,7.2.1.6 Making and Curin