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|a Preface -- 1. Introduction, by H. Beushausen -- 1.1 Background to the work of TC 230-PSC -- 1.2 Terminology -- References -- 2. Durability of Reinforced Concrete Structures and Penetrability, by L.-O. Nilsson, S. Kamali-Bernard, M. Santhanam -- 2.1 Introduction -- 2.2 Mechanisms Causing Reinforcement Corrosion -- 2.3 Concrete Properties Relating to the Ingress of Aggressive Agents -- 2.4 Service Life and Deterioration Models (Principles) -- References -- 3. Prescriptive Durability Specifications, by R. Torrent, R. d'Andrea, A. Gonçalves, F. Jacobs, K. Imamoto, A. Kanellopoulos, M. Khrapko, A. Monteiro, S. V. Nanukuttan -- 3.1 Introduction -- 3.2 Exposure Classes -- 3.3 Materials -- 3.4 Service Life -- 3.5 Concrete Strength Grades -- 3.6 Mix Composition Prescriptions -- 3.7 Contribution of Supplementary Cementitious Materials -- 3.8 Cover Depth Prescriptions -- 3.9 Concrete Practices -- 3.10 Compliance/Conformity Control -- 3.11 Discussion and Conclusions -- References -- 4. Test Methods for Concrete Durability Indicators, by D. Bjegović, M. Serdar, I. S. Oslaković, F. Jacobs, H. Beushausen, C. Andrade, A. V. Monteiro, P. Paulini, S. Nanukuttan -- 4.1 Introduction -- 4.2 Gas Permeability -- 4.3 Water Permeability -- 4.4 Capillary Absorption -- 4.5 Chloride Penetration -- 4.6 Concrete Resistivity and Conductivity -- 4.7 Final Remarks -- References -- 5. Principles of the Performance-Based Approach for Concrete Durability, by H. Beushausen, M. G. Alexander, M. Basheer, V. Baroghel-Bouny, R. d'Andrea, A. Gonçalves, J. Gulikers, F. Jacobs, M. Khrapko, A. V. Monteiro, S. V. Nanukuttan, M. Otieno, R. Polder, R. Torrent -- 5.1 Introduction -- 5.2 Pre-Qualification versus Compliance Control -- 5.3 Performance-Based Design and Specification (Pre-Qualification) -- 5.4 Performance-Based Quality Control and Compliance Assessment -- 5.5 Environmental Actions (Quantification) -- 5.6 Development of Limiting Values for Specification and Compliance Control -- References -- 6. Statistical Procedures for Performance-based Specification and Testing, by Werner A. Stahel, Fabrizio Moro, Luis Fernandez Luco -- 6.1 Introduction -- 6.2 Distributions -- 6.3 Basic statistical inference -- 6.4 Analysis of variance and regression -- Bibliography -- 7. Responsibilities, by D. Hooton, M. Khrapko, M. Otieno, M. Ismail -- 7.1 Introduction -- 7.2 Performance-Based Durability Limits -- 7.3 Verification of Durability -- 7.4 Quality Management using Performance-Based Specifications -- 7.5 Responsibilities of the Owner/Specifier, Contractor and Supplier/Producer -- 7.6 Conclusion -- References -- 8. Application Examples of Performance-Based Specification and Quality Control, by H. Beushausen, M. G. Alexander, C. Andrade, M. Basheer, V. Baroghel-Bouny, D. Corbett, R. d'Andrea, A. Gonçalves, J. Gulikers, F. Jacobs, A. V. Monteiro, S. V. Nanukuttan, M. Otieno, R. Polder and R. Torrent.- 8.1 Introduction -- 8.2 Site Air-Permeability ("Torrent Method") -- 8.3 Oxygen Permeability Index (South Africa) -- 8.4 Autoclam Permeability System (UK) -- 8.5 Service Life Prediction using Concrete Resistivity (Spain) -- 8.6 Surface Resistivity (USA) -- 8.7 Two Electrode Resistivity Method (the Netherlands) -- 8.8 Chloride Conductivity Index (South Africa) -- 8.9 Rapid Chloride Migration Test (suggested for Application in the Netherlands) -- 8.10 In Situ Ionic Migration Test: PERMIT (UK) -- 8.11 Multi-Level Prediction of Reinforced Concrete (RC) Durability -- 8.12 Portuguese Technical Specifications -- References -- 9. Basis for the Statistical Evaluation of Measured Cover Depths in Reinforced Concrete Structures, by A. V. Monteiro, A. Gonçalves, J. Gulikers and F. Jacobs -- 9.1 Definitions -- 9.2 Introduction -- 9.3 Procedure A: Inspection by Variables -- 9.4 Procedure B: Inspection by Attributes -- 9.5 Procedure C: Inspection by Attributes - Large Lots -- 9.6 German Code of Practice -- 9.7 Actions in the Case of Non-Conformity -- 9.8 Examples -- 9.9 Final Remarks -- References -- Appendices to Chapter 9 -- A9.1 Construction of Probability Plots and Detection of Potential Outliers -- A9.2 Definition of the Lower One-Sided Tolerance Limit [12] -- A9.3 Dealing with Spatial Autocorrelation -- A9.4 Construction of OC Curves [12] -- 10. Venlo Application Testing (summary), by L. Fernandez Luco, H. Beushausen, F. Jacobs, M. Serdar -- 10.1 Introduction -- 10.2 Summary of test results -- 10.3 Further assessment from compiled rankings -- Acknowledgements -- 11. Venlo Application Testing (Individual Reports and Additional Data), by H. Beushausen, L.Fernandez Luco, F. Jacobs, M. Serdar, M. Basheer, S. Nanukuttan, R. Torrent, K. Imamoto -- 11.1 Introduction -- 11.2 Panel Manufacture and Concrete Properties -- 11.3 Air Permeability (OPI) and Chloride Penetration (CCI) -- 11.4 Air-Permeability ("Torrent Method") and Cover Depth -- 11.5 Autoclam Permeability tests -- 11.6 Permit Ion Migration Test -- 11.7 Single Chamber Method -- 11.8 Air Permeability (Packer Test) -- 11.9 Air Permeability (Seal Method) -- 11.10 Water Absorption (SWAT) -- 11.11 References -- 12. Conclusions, by H. Beushausen -- Appendix A: Performance-Based Test Methods and Applications (By Country).
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