1、Designation: C1077 13bStandard 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 adop
2、tion 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 Department of Defense.1.
3、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 cri
4、teria 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 conduc
5、t 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 accorda
6、nce 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 prior
7、 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 SpecimensC117 Test Method for Materials Finer than 75-m (No. 200)Sieve in Mineral Aggregates by Washing
8、C125 Terminology Relating to Concrete and Concrete Ag-gregatesC127 Test Method for Density, Relative Density (SpecificGravity), and Absorption of Coarse AggregateC128 Test Method for Density, Relative Density (SpecificGravity), and Absorption of Fine AggregateC136 Test Method for Sieve Analysis of F
9、ine 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 Freshly Mixed Con-creteC173/C173M Test Method forAir Content of Freshly MixedConcrete
10、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 Test Pro-gram to Determine the Precision of Test Methods forConstruction Materials
11、C1064/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 Sampling AggregatesD2419 Test Method for Sand Equivalent Value of Soils andFine Agg
12、regateE4 Practices for Force Verification of Testing MachinesE11 Specification for Woven Wire Test Sieve Cloth and TestSieves1This practice is under the jurisdiction of ASTM Committee C09 on Concreteand ConcreteAggregates and is the direct responsibility of Subcommittee C09.98 onEvaluation of Labora
13、tories.Current edition approved Aug. 1, 2013. Published August 2013. Originallyapproved in 1987. Last previous edition approved in 2013 as C107713a. DOI:10.1520/C1077-13b.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Ann
14、ual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1E329 Specif
15、ication for Agencies Engaged in ConstructionInspection, Testing, or Special InspectionE1301 Guide for Proficiency Testing by InterlaboratoryComparisons (Withdrawn 2012)32.2 ACI Standards:ACI 214-77 Recommended Practice for Evaluation ofStrength Test Results of Concrete42.3 ISO Standards:ISO 17011 Co
16、nformity 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 Definitions of Terms Specific to This Standard:3.2.1 evaluation authority, nan in
17、dependent 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 Annex A1 or Annex A2.3.2.1.1 DiscussionTwo acceptable methods of evaluationare
18、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 of thequality system. An inspection report is the final step in theprocess for
19、 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 ofthe inspection. An accreditation agency uses the results of theinspection re
20、port 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 issues acertificate of accreditation once all of the deficiencies havebeen corre
21、cted. 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 benefit from theevaluation. In most cases, a testing agency will select aneval
22、uation 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 evaluation authorities. Ifthere are no specific requirements and the evaluation i
23、s 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 of evaluation authorities is pro-vided in the Qualification of Personnel and La
24、boratory 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 organizations may also be avail-able to provide this service.3.2.2 external tech
25、nical 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 thelaboratory.3.2.4 laboratory technician, nan employee of the agencywho is assign
26、ed 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 testing standards for concrete and con-crete aggregates.3.2.6 testing agency, norgan
27、ization 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 control function, an academic institution, or anyother organization providing t
28、he 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-struction. A testing agency providing these services must beselected with care.4.2
29、 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 a registeredprofessional engineer.4.3 This practice establishes essential char
30、acteristics 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. Organization5.1 The following information shall be readily available forreview:5.1.1
31、 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 professional engineer in charge, and5.1.1.3 Description of the testing agency ma
32、nagement struc-ture.3The last approved version of this historical standard is referenced onwww.astm.org.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.
33、 dela Voie-Creuse, Case postale 56, CH-1211, Geneva 20, Switzerland, http:/www.iso.ch.6Manual of Aggregate and Concrete Testing, Annual Book of ASTMStandards , Vol 04.02.C1077 13b25.1.2 Listing of the relevant technical services offered, and5.1.3 All external technical services normally utilized.5.2
34、 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 shall be made available to substantiatepersonnel qualifications as follows:6.1.1 A
35、ll 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 technicians shall possess aminimum of 3 years relevant experience and current technic
36、iancertification. 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/C31M and C172/C172M and Test Methods C39/C39M, C117, C127, C128,C136, C138/C138M
37、, C143/C143M, C173/C173M, C231/C231M, and C1064/C1064M. In cases where the supervisinglaboratory technician is supervising technicians who only testconcrete, the applicable relevant tests are the concrete testslisted in the group. Where the supervising laboratory techni-cian is supervising technicia
38、ns who only test aggregates, theapplicable relevant tests are the aggregate tests listed in thegroup.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
39、 and performance examination of relevanttests. Relevant tests that must be covered 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
40、 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 Method C39/C39M and PracticeC617/C617M or C1231/C1231M.6.1.5 Aggregate laboratory technicia
41、ns 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, C128,and C136.6.1.6 Concrete field te
42、chnicians 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 and C172/C172M and Test Methods C138
43、/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, asapplicable: the significance of the test
44、 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 inaccordance with the standard, and6.
45、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 Laboratory Evaluation section of the
46、Manual 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 not to exceed five years.6.1.7.5 Th
47、e 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 test methods, guides, or practices in 7
48、.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 Wei
49、ght, 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 Curing Test Specimens, Practice C31/C31M,7.2.1.7 Compressive Strength, Test Method C39/C39M,7.2.1.8 Capping Cylinders, Practice C617/C617M or Prac-tice C1231/C1231M.7.2.2 For Agencies Testing Concrete Aggregates:7.2.2.1 Sieve Analysis, Test Method C136,7.2.2.2 Material Finer Than 75-m (No. 200) Sieve, TestMethod C117, and7.2.2.3 Specific Gr
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