1、Designation: C1077 11bStandard 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, responsi-bilities, and minimum technical requirements of testing agencypersonnel and the minimum technical requirements for equip-ment utilized in testing concrete and concrete aggregates foruse 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 Cy-lindrical Concrete SpecimensC40 Test Method for Organic Impurities in Fine Aggregatesfor ConcreteC117 Test Method for Mate
8、rials Finer than 75-m (No. 200)Sieve in Mineral Aggregates by WashingC125 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
9、 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 Practice for Sampling Freshly Mixed ConcreteC
10、173/C173M Test Method for Air Content of FreshlyMixed Concrete by the Volumetric MethodC231 Test Method for Air Content of Freshly Mixed Con-crete by the Pressure MethodC617 Practice for Capping Cylindrical Concrete SpecimensC802 Practice for Conducting an Interlaboratory Test Pro-gram to Determine
11、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 Sampling AggregatesD2419 Tes
12、t 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 InspectionE1301 Guide for Profici
13、ency Testing by InterlaboratoryComparisons1This 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 July 1, 2011. Published August 2011. Originallyappr
14、oved in 1987. Last previous edition approved in 2011 as C107711a. DOI:10.1520/C1077-11b.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 Summa
15、ry page onthe ASTM 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.2.2 ACI Standards:ACI 214-77 Recommended Practice for Evaluation ofStrength Test Results of
16、Concrete32.3 ISO Standards:ISO 17011 Conformity AssessmentGeneral Require-ments For Accreditation Bodies Accrediting ConformityAssessment Bodies43. 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 Stan
17、dard:3.2.1 evaluation authority, nan independent entity, apartfrom the testing agency being evaluated, that has the capabilityto provide an unbiased evaluation of the professional andtechnical activities of concrete and concrete aggregates testingagencies.3.2.1.1 DiscussionTwo acceptable methods of
18、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 of thequality system. An inspection report is the final step in
19、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 ofthe inspection. An accreditation agency uses the results of th
20、einspection 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 issues acertificate of accreditation once all of the deficiencies
21、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 benefit from theevaluation. In most cases, a testing agency will
22、 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 evaluation authorities. Ifthere are no specific requirements and th
23、e 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 of evaluation authorities is pro-vided in the Qualification of Pe
24、rsonnel and Laboratory Evalu-ation section of the Manual of Aggregate and ConcreteTesting.5The 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
25、 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 thelaboratory.3.2.4 laboratory technician, nan employee of the agenc
26、ywho 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 testing standards for concrete and con-crete aggregates.3.2.6 testing
27、agency, n organization that measures, exam-ines, performs tests, or otherwise determines the characteristicsor performance of materials or products. This includes organi-zations that offer commercial testing services, an in-housequality control function, an academic institution, or any otherorganiza
28、tion providing the required testing services, whetherperformed 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 beselect
29、ed 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 a registeredprofessional engineer.4.3 This practice establishe
30、s 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. Organization5.1 The following information shall be readily available
31、 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 professional engineer in charge, and5.1.1.3 Description of the t
32、esting agency management struc-ture.5.1.2 Listing of the relevant technical services offered, and5.1.3 All external technical services normally utilized.5.2 The testing agency shall designate an individual withaccess to management who has the responsibility of seeing thatprocedures required in this
33、document are being carried out.6. Personnel Qualifications6.1 Information shall be made available to substantiatepersonnel qualifications as follows:3Available from American Concrete Institute (ACI), P.O. Box 9094, FarmingtonHills, MI 48333-9094, http:/www.aci-int.org.4Available from International O
34、rganization for Standardization (ISO), 1, ch. dela Voie-Creuse, Case postale 56, CH-1211, Geneva 20, Switzerland, http:/www.iso.ch.5Manual of Aggregate and Concrete Testing, Annual Book of ASTMStandards , Vol 04.02.C1077 11b26.1.1 All relevant testing services are provided under thefull-time technic
35、al 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 techniciancertification. The technician certification program must includea
36、 written examination and performance examination of rel-evant tests. Relevant tests that must be covered by thecertification program are: Practice C31/C31M, Test MethodsC39/C39M, C40, C117, C127, C128, C136, C138/C138M,C143/C143M, Practice C172, Test Methods C173/C173M,C231, and Test Method C1064/C1
37、064M. In cases where thesupervising laboratory technician is supervising technicianswho only test concrete, the applicable relevant tests are theconcrete tests listed in the group. Where the supervisinglaboratory technician is supervising technicians who only testaggregates, the applicable relevant
38、tests are the aggregate testslisted 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. Relev
39、ant tests that must be covered by the certificationprogram are: Practice C31/C31M, Test Methods C138/C138M,C143/C143M, Practice C172, Test Methods C173/C173M,C231, and C1064/C1064M.6.1.4 Concrete laboratory technicians shall possess currenttechnician certification. The technician program must includ
40、e awritten examination and performance examination of relevanttests. Relevant tests that must be covered by the certificationprogram are: Test Method C39/C39M and Practice C617 orC1231/C1231M.6.1.5 Aggregate laboratory technicians shall possess currenttechnician certification. The technician certifi
41、cation programmust include a written examination and performance examina-tion of relevant tests. Relevant tests that must be covered by thecertification program are: Test Methods C40, C117, C127,C128, and C136.6.1.6 Concrete field technicians shall possess current tech-nician certification. The tech
42、nician certification program mustinclude a written examination and performance examination ofrelevant tests. Relevant tests that must be covered by thecertification program are: Practice C31/C31M, Test MethodsC138/C138M, C143/C143M, Practice C172, Test MethodsC173/C173M, C231, and C1064/C1064M.6.1.7
43、 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 or practice, sampling,specimen preparation, procedure, calculatio
44、ns, 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, and6.1.7.3 The written and performance examinations shallinclude all re
45、levant 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 theManual ofAggregate and Concrete Testing.5The list is merely a coll
46、ectionof certification programs and is not an endorsement of any particularprogram. Other programs may also be available.7. Test Methods and Procedures7.1 The testing agency shall be capable of performing therequired ASTM test methods, guides, or practices in 7.2 andmay request additional evaluation
47、 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 C172,7.2.1.2 Slump, Test Method C143/C143M,7.2.1.3 Unit Weight, Yield, and Air Content, Test MethodC138/
48、C138M,7.2.1.4 Air Content, Test Method C173/C173M (volumetricmethod), or Test Method C231 (pressure method), or both.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,
49、 Practice C617 or PracticeC1231/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 C117,7.2.2.3 Specific Gravity and Absorption, Test Method C127(Coarse Aggregate) and Test Method C128 (Fine Aggregate),and7.2.2.4 Organic Impurities in Fine Aggregate, Test MethodC40.7.3 Optional Test Methods or Practices:7.3.1 Some testing agencies conduct other tests on concreteand concrete aggregates in addition to those listed in TheRequired Test Methods and Practices Section. Th
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