1、Designation: C1077 10cStandard Practice forLaboratories Testing Concrete and Concrete Aggregates forUse in Construction and Criteria for Laboratory Evaluation1This standard is issued under the fixed designation C1077; the number immediately following the designation indicates the year oforiginal ado
2、ption 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 labo-ratory personnel and the minimum technical requirements forlaboratory equipment utilized in testing concrete and concreteaggregates for use in construction.1.2 This pract
4、ice provides criteria for the evaluation of thecapability of a testing laboratory to perform designated ASTMtest methods on concrete and concrete aggregates. It can beused by an evaluation authority in the inspection or accredita-tion of a laboratory or by other parties to determine if thelaboratory
5、 is qualified to conduct the specified tests.NOTE 1Specification E329 provides criteria for the evaluation oflaboratories that perform the inspection of concrete during placement.1.3 This practice provides criteria for Inspection Bodies andAccreditation Bodies that provide services for evaluation of
6、testing laboratories in accordance with this practice.1.4 If the laboratory requires external technical services toconduct tests, the external agency shall be subject to separateevaluation.1.5 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is
7、 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 ASTM Standards:2C31/C31M Practice for Making and Curing Concrete TestSpecimens in the FieldC39/C39M
8、 Test Method for Compressive Strength of Cy-lindrical Concrete SpecimensC40 Test Method for Organic Impurities in Fine Aggregatesfor ConcreteC117 Test Method for Materials Finer than 75-m (No. 200)Sieve in Mineral Aggregates by WashingC125 Terminology Relating to Concrete and Concrete Ag-gregatesC12
9、7 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 Fine and CoarseAggregatesC138/C138M Test Method for Density (Unit
10、Weight),Yield, and Air Content (Gravimetric) of ConcreteC143/C143M Test Method for Slump of Hydraulic-CementConcreteC172 Practice for Sampling Freshly Mixed ConcreteC173/C173M Test Method for Air Content of FreshlyMixed Concrete by the Volumetric MethodC231 Test Method for Air Content of Freshly Mix
11、ed Con-crete by the Pressure MethodC617 Practice for Capping Cylindrical Concrete SpecimensC802 Practice for Conducting an Interlaboratory Test Pro-gram to Determine the Precision of Test Methods forConstruction MaterialsC1064/C1064M Test Method for Temperature of FreshlyMixed Hydraulic-Cement Concr
12、eteC1231/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 AggregateE4 Practices for Force Verification of Testing MachinesE11 Specification
13、for Woven Wire Test Sieve Cloth and TestSievesE329 Specification for Agencies Engaged in ConstructionInspection and/or Testing1This practice is under the jurisdiction of ASTM Committee C09 on Concreteand ConcreteAggregates and is the direct responsibility of Subcommittee C09.98 onEvaluation of Labor
14、atories.Current edition approved Aug. 1, 2010. Published August 2010. Originallyapproved in 1987. Last previous edition approved in 2010 as C107710b. DOI:10.1520/C1077-10c.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For An
15、nual Book of ASTMStandards volume information, refer to the standards Document Summary 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.E1301 Gu
16、ide for Proficiency Testing by InterlaboratoryComparisons2.2 ACI Standards:ACI 214-77 Recommended Practice for Evaluation ofStrength Test Results of Concrete32.3 ISO Standards:ISO 17011 Conformity AssessmentGeneral Require-ments For Accreditation Bodies Accrediting ConformityAssessment Bodies43. Ter
17、minology3.1 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 independent entity, apartfrom the testing laboratory being evaluated, that has thecapability to provide an unbiase
18、d evaluation of the professionaland technical activities of concrete and concrete aggregatestesting laboratories.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 e
19、quipment 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 an inspection agency. The testing laboratory beingevaluated performs corrective actions for any deficienciesnoted, and these cor
20、rections are to be placed with the otherinspection documentation as part of the permanent record 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 accredit
21、ation agency also reviews the testing laboratoryscorrective actions for the deficiencies noted and issues acertificate of accreditation once all of the deficiencies havebeen corrected. There is no universally accepted evaluationauthority in the construction materials testing field; therefore,testing
22、 laboratories should give careful consideration whenselecting an evaluation authority to gain the most benefit fromthe evaluation. In most cases, a testing laboratory will select anevaluation authority as a result of requirements in a projectspecification, or contract, or in response to local codes,
23、 or otherindustry requirements. In those circumstances, the require-ments will stipulate the acceptable evaluation authorities. Ifthere are no specific requirements and the evaluation is inanticipation of future work or to compete with other localtesting laboratories, then the laboratory should cont
24、act theorganization(s) most likely to use their services for a list ofacceptable evaluation authorities. A list of evaluation authori-ties is provided in the Qualification of Personnel and Labora-tory Evaluation section of the Manual of Aggregate andConcrete Testing.5The list is merely a collection
25、of organiza-tions willing to provide this service and is not an endorsementof any particular organization. Other organizations may also beavailable to provide this service.3.2.2 external technical services, nthose services requiredby a testing laboratory that are provided by another organiza-tion.3.
26、2.3 field technician, nan employee of the laboratorywho is assigned to perform sampling and testing functionsoutside the laboratory.3.2.4 laboratory technician, nan employee of the labora-tory who is assigned to perform the actual testing operationsprimarily conducted in the laboratory.3.2.5 quality
27、 systems, nthose internal procedures andpractices that a laboratory utilizes to ensure continued compli-ance with applicable testing standards for concrete and con-crete aggregates.3.2.6 testing laboratory, nan organization that measures,examines, performs tests, or otherwise determines the charac-t
28、eristics or performance of materials or products. This mayinclude organizations that offer commercial testing services, anin-house quality control function, an academic institution, orany other organization providing the required testing services.4. Significance and Use4.1 The testing and inspection
29、 of concrete and concreteaggregates are important elements in obtaining quality con-struction. A testing laboratory providing these services must beselected with care.4.2 A testing laboratory shall be deemed qualified to per-form and report the results of its tests if the laboratory meetsthe require
30、ments of this practice. The testing laboratory ser-vices shall be provided under the technical direction of aregistered professional engineer.4.3 This practice establishes essential characteristics per-taining to the organization, personnel, facilities, and qualitysystems of the laboratory. This pra
31、ctice may be supplementedby more specific criteria and requirements for particularprojects.5. Organization5.1 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 laboratory
32、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 organization management struc-ture.5.1.2 Listing of the relevant technical services offered, and5.1.3 All external technical services normally
33、utilized.5.2 The laboratory shall designate an individual with accessto management who has the responsibility of seeing thatprocedures required in this document are being carried out.3Available from American Concrete Institute (ACI), P.O. Box 9094, FarmingtonHills, MI 48333-9094, http:/www.aci-int.o
34、rg.4Available from International Organization 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 10c26. Personnel Qualifications6.1 Informatio
35、n shall 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 t
36、echnicians 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: Practice C
37、31/C31M, Test MethodsC39/C39M, C40, C117, C127, C128, C136, C138/C138M,C143/C143M, Practice C172, Test Methods C173/C173M,C231, and Test Method C1064/C1064M. In cases where thesupervising laboratory technician is supervising technicianswho only test concrete, the applicable relevant tests are thecon
38、crete tests listed in the group. Where the supervisinglaboratory technician is supervising technicians who only testaggregates, the applicable relevant tests are the aggregate testslisted in the group.6.1.3 Supervising field technicians shall possess a minimumof 3 years relevant experience and curre
39、nt technician certifi-cation. The technician certification program must include awritten examination and performance examination of relevanttests. Relevant tests that must be covered by the certificationprogram are: Practice C31/C31M, Test Methods C138/C138M,C143/C143M, Practice C172, Test Methods C
40、173/C173M,C231, and C1064/C1064M.6.1.4 Concrete laboratory technicians shall possess currenttechnician certification. The technician program must include awritten examination and performance examination of relevanttests. Relevant tests that must be covered by the certificationprogram are: Test Metho
41、d C39/C39M and Practice C617 orC1231/C1231M.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 thecertifica
42、tion program are: Test Methods C40, C117, C127,C128, 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
43、thecertification program are: Practice C31/C31M, Test MethodsC138/C138M, C143/C143M, Practice C172, Test MethodsC173/C173M, C231, 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 co
44、ver the entire test method or practice, including,as applicable: the significance of the test or practice, sampling,specimen preparation, procedure, and reporting of results,6.1.7.2 The performance examination shall include a dem-onstration of the test method or practice, to document thetechnicians
45、ability to correctly perform the procedure inaccordance 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 pr
46、ovided in theQualification of Personnel and Laboratory Evaluation section of theManual ofAggregate and Concrete Testing.5The list is merely a collectionof certification programs and is not an endorsement of any particularprogram. Other programs may also be available.7. Test Methods and Procedures7.1
47、 The testing laboratory shall be capable of performingthe required ASTM test methods, guides, or practices in 7.2and may request additional evaluation for the optional methodsin 7.3 to the extent that those services are provided by thelaboratory.7.2 Required Test Methods and Practices:7.2.1 For Labo
48、ratories 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/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
49、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 or PracticeC1231/C1231M.7.2.2 For Laboratories 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
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