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Part of the book series: RILEM State-of-the-Art Reports ((RILEM State Art Reports,volume 18))

Abstract

In a performance-based specification approach, concrete needs to be specified in terms of the required physical and durability performance. The specification should provide a system for the owner/specifier, contractor and supplier/producer to assess and maintain a quality concrete. The approach requires the contractor and concrete supplier/producer to work as a team to meet ‘in-place’ or ‘end-result’ concrete specifications. To achieve this, the responsibilities of all parties need to be clearly defined, and proper communication and improved partnership between the parties (owner/specifier/engineer (design professional), contractor and supplier/producer) be ensured. The owner should be clear when specifying concrete performance as to their own roles and responsibilities as well as those of the contractor and supplier. Further, a high degree of co-ordination is required between the supplier and contractor to ensure that the final product meets the performance criteria and that the quality control processes are compatible and demonstrate compliance. The supplier-contractor team should be flexible enough to choose suitable combinations of materials, concrete mixtures and construction techniques to meet the desired performance criteria.

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References

  1. Bickley JA, Hooton RD, Hover KC. Preparation of a performance-bases specification for cast-in-place concrete, Report to the Ready-mixed Concrete Research Foundation. Maryland, USA: Silver Springs; 2006. p. 168.

    Google Scholar 

  2. EN-206, Concrete: specification, performance, production and conformity. European Standard; 2013.

    Google Scholar 

  3. AS-3600, Concrete Structures, Incorporating amendments No. 1 and 2. Sydney, New South Wales: Standards Australia; 2001. p. 430.

    Google Scholar 

  4. NZS-3101. Concrete structures standard. Part 1—the design of concrete structures. Section 3—Design for Durability. Wellington: Standards New Zealand; 2006.

    Google Scholar 

  5. ACI-318-11. Building code requirements for structural concrete. Farmington Hills, Michigan: American Concrete Institute; 2011.

    Google Scholar 

  6. CSA-A23.1-09. Concrete materials and methods of concrete construction. Mississauga, Ontario, Canada, L4 W 5N6: Canadian Standards Association; 2009.

    Google Scholar 

  7. ASTM-C1202-12. Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration. 100 Barr Harbour Dr., P.O. box C-700, West Conshohocken, Pennsylvania USA: ASTM Annual Book of Standards, V.04.02, ASTM International; 2012.

    Google Scholar 

  8. ACI-ITG8R-10. Report on performance-based requirements for concrete (adopted in 2013 by ACI Committee 329 on Performance Criteria for Ready Mixed Concrete). Farmington Hills, Michigan: American Concrete Institute; 2010. p. 46.

    Google Scholar 

  9. Hooton RD, Bickley JA. Prescriptive versus performance approaches for durability design—the end of innocence? Mater Corros. 2012;63(12):1097–101.

    Google Scholar 

  10. Hover KC, Bickley JA, Hooton RD. Guide to specifying concrete performance: phase II Report of preparation of a performance-based specification for cast-in-place concrete. Report, RMC Research & Education Foundation, http://www.nrmca.org/p2p; 2008. p. 39.

  11. Hooton RD, Hover KC, Bickley J. Performance standards and specifications for concrete for promotion of sustainable construction. In: Toutlemonde F, et al. Proceedings of the international conference on Concrete under Severe Conditions: Environment and Loading (CONSEC ’07); 2007. p. 16.

    Google Scholar 

  12. Hooton RD, Karkar E. Evaluating durability of concretes using rapid measurements for fluid penetration resistance. Proceedings, concrete structures for sustainable community. Stockholm: FIB; 2012. p. 315–318,

    Google Scholar 

  13. Lane DS, Detwiler RJ, Hooton RD. Testing transport properties in concrete. Concr Int. 2012;32(11):33–8.

    Google Scholar 

  14. Stanish KD, Hooton RD, Thomas MDA. Evaluation of four short-term methods for determining chloride penetrability in concrete, water-cement ratio and other durability parameters: techniques for determination. ACI SP-191, 2000. p. 81–98.

    Google Scholar 

  15. Hooton RD, Mindess S, Roumain JC, Boyd AJ, Rear KB. Proportioning and testing concrete for durability. Concr Int. 2006;28(8):38–41.

    Google Scholar 

  16. SANS 3001-CO3-3. Concrete durability index testing—part 3: chloride conductivity testing (Draft). Pretoria, South Africa: South African Bureau of Standards—Standards Division; 2015.

    Google Scholar 

  17. Alexander MG, Ballim Y, Stanish K. A framework for use of durability indexes in performance-based design and specifications for reinforced concrete structures. Mater Struct. 2008;41(5):921–36.

    Article  Google Scholar 

  18. SANS 3001-CO3-2, Concrete durability index testing—part 2: oxygen permeability test (Draft). Pretoria, South Africa: South African Bureau of Standards—Standards Division; 2015.

    Google Scholar 

  19. Alexander MG, Ballim Y, Mackechnie JR. Durability index testing procedure manual—revised research monograph No. 4 (1999), Department of civil engineering, University of Cape Town. Concrete Materials and Structural Integrity Research Unit, Department of Civil Engineering, University of Cape Town; 2009. p. 30.

    Google Scholar 

  20. AS-1012.13. Methods of testing concrete. Sydney, New South Wales: Standards Australia; 1993.

    Google Scholar 

  21. NZS-3112:1986, Methods of Test for Concrete. Part 1—Tests Relating to Fresh Concrete. Wellington: Standards New Zealand; 1986.

    Google Scholar 

  22. AASHTO-T318, Standard method of test for water content of freshly mixed concrete using microwave oven drying. Washington DC: American Association of State Highway and Transportation Officials; 2007.

    Google Scholar 

  23. Bognacki CJ, Pirozzi M, Marsano J, Scriffiano A. Increasing the services lives of concrete pavements. Concr Int. 2012;34(1):27–33.

    Google Scholar 

  24. Nokken MR, Hooton RD. Electrical conductivity as a pre-qualification and quality control tool. Concr Int. 2006;28(10):61–6.

    Google Scholar 

  25. Polder R, Andrade C, Elsener B, Vennesland Ø, Gulikers J, Weidert R, Raupach M. Test methods for on-site measurement of resistivity of concrete. Mater Struct. 2000;33(10):603–11.

    Article  Google Scholar 

  26. ISO-9000. Quality management, International Organization for Standardization, 1, ch. de la Voie-Creuse, CP 56, CH-1211 Geneva 20, Switzerland; 2005.

    Google Scholar 

  27. Bickley JA, Hooton RD, Hover KC. Issues related to performance-based specifications for concrete. In: Soutos M, editor. Concrete Durability—A practical guide to the design of durable concrete. Thomas Telford; 2012. p. 481–541.

    Google Scholar 

  28. Hooton RD, Mindess S, Roumain JC, Boyd AJ, Rear KB. Proportioning and testing concrete for durability. Concr Int. 2006;28(8):38–41.

    Google Scholar 

  29. Geiker MR. On the importance of execution for obtaining the designed durability of reinforced concrete structures. Mater Corros. 2012;63(12):1114–8.

    Google Scholar 

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Hooton, R.D., Khrapko, M., Otieno, M., Ismail, M.A. (2016). Responsibilities. In: Beushausen, H., Fernandez Luco, L. (eds) Performance-Based Specifications and Control of Concrete Durability. RILEM State-of-the-Art Reports, vol 18. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-7309-6_7

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  • DOI: https://doi.org/10.1007/978-94-017-7309-6_7

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  • Publisher Name: Springer, Dordrecht

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  • Online ISBN: 978-94-017-7309-6

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