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ONORM EN 15167-2 : 2007

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

GROUND GRANULATED BLAST FURNACE SLAG FOR USE IN CONCRETE, MORTAR AND GROUT - PART 2: CONFORMITY EVALUATION

Superseded date

25-10-2024

Published date

12-01-2013

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Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Tasks for the manufacturer
  4.1 Factory production control
      4.1.1 Concept
      4.1.2 Works' quality manual
      4.1.3 Management systems
      4.1.4 System of documentation
  4.2 Internal quality control
      4.2.1 Process control
      4.2.2 Measuring and testing
      4.2.3 Handling, storage, packaging and delivery
  4.3 Autocontrol testing of samples
      4.3.1 Sampling and testing
      4.3.2 Corrective action
      4.3.3 Measuring and test equipment for autocontrol testing
      4.3.4 Quality records
5 Tasks for the certification body
  5.1 General
  5.2 Surveillance, assessment and acceptance of the production
      control
      5.2.1 Inspection tasks
      5.2.2 Frequency of inspections
      5.2.3 Reports
  5.3 Evaluation of the results of autocontrol testing of samples
      5.3.1 Evaluation tasks
      5.3.2 Number and timing of evaluations
      5.3.3 Control period
      5.3.4 Evaluation of test results
      5.3.5 Reports
  5.4 Audit testing of samples taken at the factory/depot and
      initial type testing
      5.4.1 Sampling
      5.4.2 Number of samples
      5.4.3 Properties and test methods
      5.4.4 Testing
      5.4.5 Evaluation of test results
      5.4.6 Reports
      5.4.7 Proficiency testing
  5.5 Initial inspection of the factory and the production control
      5.5.1 Inspection of a new factory
      5.5.2 Inspection of an existing factory
      5.5.3 Criteria for the assessment of the production equipment
      5.5.4 Criteria for the assessment of laboratories
      5.5.5 Reports
  5.6 Evaluation of test results during the initial period
      5.6.1 Initial period
      5.6.2 Evaluation of test results
      5.6.3 Reports
6 Actions in the event of non-conformity
  6.1 Actions to be taken by the manufacturer
  6.2 Actions to be taken by the certification body
      6.2.1 Following surveillance, assessment and acceptance of
            the production control and evaluation of the results
            of autocontrol testing
      6.2.2 Following evaluation of the results of the audit
            testing of samples taken at the factory/depot
7 Procedure for third party certification of conformity
8 Certificates of conformity and conformity mark
9 Requirements for dispatching centres
  9.1 General requirements
  9.2 Tasks for the intermediary
      9.2.1 Measures to maintain the ground granulated blastfurnace
            slag quality
      9.2.2 Confirmation autocontrol testing of samples taken at the
            dispatching centre
  9.3 Tasks for the third party
      9.3.1 Surveillance, assessment and acceptance of the measures
            to maintain the ground granulated blastfurnace slag
            quality and of the confirmation autocontrol
      9.3.2 Audit testing of samples taken at the dispatching centre
      9.3.3 Decisions to be taken
Annex A (normative) Evaluation of the representativeness and the
                    accuracy of the 28 day activity index test
                    results
  A.1 General
  A.2 Sets of results considered
  A.3 Evaluation procedure
      A.3.1 Introduction
      A.3.2 Symbols
      A.3.3 Evaluation of whether set A and set B belong to the
            same population (sampling error check)
      A.3.4 Comparison between set B and set C in order to check
            the accuracy of the autocontrol testing (testing
            error check)
Bibliography

Describes the scheme for the evaluation of conformity of ground granulated blastfurnace slag according to EN 15167-1.

DocumentType
Standard
PublisherName
Osterreichisches Normungsinstitut/Austrian Standards
Status
Superseded
SupersededBy

ONORM B 4710-2 : 2008 CONCRETE - PART 2: LIGHTWEIGHT CONCRETE WITH CLOSED STRUCTURES AND A MINIMUM DRY DENSITY OF 800 KG/M[3] - SPECIFICATION, PRODUCTION, USE AND PROOF OF CONFORMITY - RULES FOR THE IMPLEMENTATION OF ONORM EN 206-1 FOR LIGHTWEIGHT CONCRETE

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