1、Designation: C1077 11c C1077 12Standard 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 oforig
2、inal adoption 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 De
3、fense.1. Scope*1.1 This practice identifies and defines the duties, responsibilities, and minimum technical requirements of testing agencypersonnel and the minimum technical requirements for equipment utilized in testing concrete and concrete aggregates for use inconstruction.1.2 This practice provi
4、des criteria for the evaluation of the capability of a testing agency to perform designated ASTM testmethods on concrete and concrete aggregates. It can be used by an evaluation authority in the inspection or accreditation of atesting agency or by other parties to determine if the agency is qualifie
5、d to conduct the specified tests.NOTE 1Specification E329 provides criteria for the evaluation of agencies that perform the inspection of concrete during placement.1.3 This practice provides criteria for Inspection Bodies and Accreditation Bodies that provide services for evaluation of testingagenci
6、es in accordance with this practice.1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatorylimita
7、tions prior to use.2. Referenced Documents2.1 ASTM Standards:2C31/C31M Practice for Making and Curing Concrete Test Specimens in the FieldC39/C39M Test Method for Compressive Strength of Cylindrical Concrete SpecimensC40 Test Method for Organic Impurities in Fine Aggregates for ConcreteC117 Test Met
8、hod for Materials Finer than 75-m (No. 200) Sieve in Mineral Aggregates by WashingC125 Terminology Relating to Concrete and Concrete AggregatesC127 Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse AggregateC128 Test Method for Density, Relative Density (Specific
9、 Gravity), and Absorption of Fine AggregateC136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC138/C138M Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of ConcreteC143/C143M Test Method for Slump of Hydraulic-Cement ConcreteC172 Practice for Sampling Freshl
10、y Mixed ConcreteC173/C173M Test Method for Air Content of Freshly Mixed Concrete by the Volumetric MethodC231 Test Method for Air Content of Freshly Mixed Concrete by the Pressure MethodC617 Practice for Capping Cylindrical Concrete SpecimensC802 Practice for Conducting an Interlaboratory Test Progr
11、am to Determine the Precision of Test Methods for ConstructionMaterialsC1064/C1064M Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete1 This practice is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregatesand is the direct responsibility of Subcommitte
12、e C09.98 onEvaluation of Laboratories.Current edition approved Dec. 1, 2011Sept. 15, 2012. Published January 2012November 2012. Originally approved in 1987. Last previous edition approved in 2011 asC107711b.11c. DOI: 10.1520/C1077-11c.10.1520/C1077-12.2 For referenced ASTM standards, visit the ASTM
13、website, www.astm.org, or contact ASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indi
14、cation of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be c
15、onsidered the official document.*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 States1C1231/C1231M Practice for Use of Unbonded Caps in Determination of Compressive Strength o
16、f Hardened Concrete CylindersD75 Practice for Sampling AggregatesD2419 Test Method for Sand Equivalent Value of Soils and Fine AggregateE4 Practices for Force Verification of Testing MachinesE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE329 Specification for Agencies Engaged in C
17、onstruction Inspection, Testing, or Special InspectionE1301 Guide for Proficiency Testing by Interlaboratory Comparisons (Withdrawn 2012)32.2 ACI Standards:ACI 214-77 Recommended Practice for Evaluation of Strength Test Results of Concrete42.3 ISO Standards:ISO 17011 Conformity AssessmentGeneral Req
18、uirements For Accreditation Bodies Accrediting Conformity AssessmentBodies53. Terminology3.1 Definitions:3.1.1 For definitions of terms used in this practice, refer to Terminology C125.3.2 Definitions of Terms Specific to This Standard:3.2.1 evaluation authority, nan independent entity, apart from t
19、he testing agency being evaluated, that has the capability toprovide an unbiased evaluation of the professional and technical activities of concrete and concrete aggregates testing agencies.3.2.1.1 DiscussionTwo acceptable methods of evaluation are inspection and accreditation, and these evaluations
20、 are offered by many evaluationauthorities. An inspection is an evaluation of equipment and procedures based on the Test Methods and Procedures section, alongwith a review of the quality system. An inspection report is the final step in the process for an inspection agency. The testing agencybeing e
21、valuated performs corrective actions for any deficiencies noted, and these corrections are to be placed with the otherinspection documentation as part of the permanent record of the inspection. An accreditation agency uses the results of theinspection report or the results of their own onsite assess
22、ment as one phase of the accreditation process. As a separate phase, theaccreditation agency also reviews the testing agencys corrective actions for the deficiencies noted and issues a certificate ofaccreditation once all of the deficiencies have been corrected. There is no universally accepted eval
23、uation authority in theconstruction materials testing field; therefore, testing agencies should give careful consideration when selecting an evaluationauthority to gain the most benefit from the evaluation. In most cases, a testing agency will select an evaluation authority as a resultof requirement
24、s in a project specification, or contract, or in response to local codes, or other industry requirements. In thosecircumstances, the requirements will stipulate the acceptable evaluation authorities. If there are no specific requirements and theevaluation is in anticipation of future work or to comp
25、ete with other local testing agencies, then the agency should contact theorganization(s) most likely to use their services for a list of acceptable evaluation authorities. A list of evaluation authorities isprovided in the Qualification of Personnel and Laboratory Evaluation section of the Manual of
26、 Aggregate and Concrete Testing.6The list is merely a collection of organizations willing to provide this service and is not an endorsement of any particularorganization. Other organizations may also be available to provide this service.3.2.2 external technical services, nthose services required by
27、a testing agency that are provided by another organization.3.2.3 field technician, nan employee of the agency who is assigned to perform sampling and testing functions outside thelaboratory.3.2.4 laboratory technician, nan employee of the agency who is assigned to perform the actual testing operatio
28、ns primarilyconducted in the laboratory.3.2.5 quality systems, nthose internal procedures and practices that an agency utilizes to ensure continued compliance withapplicable testing standards for concrete and concrete aggregates.3.2.6 testing agency, n organization that measures, examines, performs
29、tests, or otherwise determines the characteristics orperformance of materials or products. This includes organizations that offer commercial testing services, an in-house qualitycontrol function, an academic institution, or any other organization providing the required testing services, whether perf
30、ormed inthe laboratory or in the field.3 The last approved version of this historical standard is referenced on www.astm.org.4 Available from American Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http:/www.aci-int.org.5 Available from International Organization for Stand
31、ardization (ISO), 1, ch. de la Voie-Creuse, Case postale 56, CH-1211, Geneva 20, Switzerland, http:/www.iso.ch.6 Manual of Aggregate and Concrete Testing, Annual Book of ASTMStandards , Vol 04.02.C1077 1224. Significance and Use4.1 The testing and inspection of concrete and concrete aggregates are i
32、mportant elements in obtaining quality construction. Atesting agency providing these services must be selected with care.4.2 A testing agency shall be deemed qualified to perform and report the results of its tests if the agency meets the requirementsof this practice. The testing agency services sha
33、ll be provided under the technical direction of a registered professional engineer.4.3 This practice establishes essential characteristics pertaining to the organization, personnel, facilities, and quality systems ofthe testing agency. This practice may be supplemented by more specific criteria and
34、requirements for particular projects.5. Organization5.1 The following information shall be readily available for review:5.1.1 Description of the organization, including:5.1.1.1 Complete legal name and address of the main office and each testing agency location,5.1.1.2 Names and positions of the prin
35、cipal officers and the responsible, registered professional engineer in charge, and5.1.1.3 Description of the testing agency management structure.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 designat
36、e an individual with access 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 substantiate personnel qualifications as follows:6.1.1 All relevant testing services are
37、 provided under the full-time technical direction of a registered professional engineer withat least 5 years experience in construction materials testing.6.1.2 Supervising laboratory technicians shall possess a minimum of 3 years relevant experience and current techniciancertification. The technicia
38、n certification program must include a written examination and performance examination of relevanttests. Relevant tests that must be covered by the certification program are: Practice C31/C31M, Test Methods C39/C39M, C40,C117, C127, C128, C136, C138/C138M, C143/C143M, Practice C172, Test Methods C17
39、3/C173M, C231, and Test MethodC1064/C1064M. In cases where the supervising laboratory technician is supervising technicians who only test concrete, theapplicable relevant tests are the concrete tests listed in the group. Where the supervising laboratory technician is supervisingtechnicians who only
40、test aggregates, the applicable relevant tests are the aggregate tests listed in the group.6.1.3 Supervising field technicians shall possess a minimum of 3 years relevant experience and current technician certification.The technician certification program must include a written examination and perfo
41、rmance examination of relevant tests. Relevanttests that must be covered by the certification program 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 current technician cert
42、ification. The technician program must include awritten examination and performance examination of relevant tests. Relevant tests that must be covered by the certificationprogram are: Test Method C39/C39M and Practice C617 or C1231/C1231M.6.1.5 Aggregate laboratory technicians shall possess current
43、technician certification. The technician certification program mustinclude a written examination and performance examination 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 pos
44、sess current technician certification. The technician certification program must includea written examination and performance examination of relevant tests. Relevant tests that must be covered by the certificationprogram are: Practice C31/C31M, Test Methods C138/C138M, C143/C143M, Practice C172, Tes
45、t Methods C173/C173M, C231,and C1064/C1064M.6.1.7 The technician certification program shall meet the following criteria:6.1.7.1 The written examination shall be of sufficient length and detail to cover the test method or practice, including, asapplicable: the significance of the test or practice, s
46、ampling, specimen preparation, procedure, calculations, and reporting of results,6.1.7.2 The performance examination shall include a demonstration of the test method or practice, to document the techniciansability to correctly perform the procedure in accordance with the standard, and6.1.7.3 The wri
47、tten and performance examinations shall include all relevant test methods that are listed in the section above forthe type of technician being certified.NOTE 2A list of technician certification programs is provided in the Qualification of Personnel and Laboratory Evaluation section of the Manual ofA
48、ggregate and Concrete Testing.6 The list is merely a collection of certification programs and is not an endorsement of any particular program. Otherprograms may also be available.C1077 1237. Test Methods and Procedures7.1 The testing agency shall be capable of performing the required ASTM test metho
49、ds, guides, or practices in 7.2 and mayrequest additional evaluation for the optional methods in 7.3 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 Method C138/C138M,7.2.1.4 Air Content, Test Method C173/C173M (volumetric method), 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 Speci
