DEVELOPMENT IN QUALITY CONTROL OF CONCRETE DURING CONSTRUCTION

New methods of quality control of concrete during pavement construction have successfully been corried out in Switzerland on all main road projects since 1969. A combined quantitative and qualitative microscopic analysis has been carried out on thin slices of 2-day-old concrete in more than 800 tests. Quantitative analysis determines tha determines the frost-salt (F-S) resistance. In addition to the spacing factor, nine other factors are being considered. The evaluation of F-S resistance foresees a subdivision in five groups according to the durability factor. The qualitative, morphological control analysis is done on the same slice and at the same time the quantitative analysis is carried out. The morphological quality control determines precisely the faults in the concrete as well as their causes. It also makes it possible to rectify these faults during further construction. Concrete will medium or low F-S resistance (according to the quantitatve analysis) or with a high percentage of morphological faults (disturbance factor greater than or equal to -10) is controlled by a frost-thaw-salt (F-T-S) resistance test with rapid cycles. This new Dobrolubov-Romer (D-R) method mades rapid testing of concrete possible (500 cycles within a fortnight). Practical application of control on site during construction is demonstrated.

Media Info

  • Media Type: Digital/other
  • Features: Figures; Photos; References;
  • Pagination: pp 1-26
  • Monograph Title: PORTLAND CEMENT CONCRETE
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00264913
  • Record Type: Publication
  • ISBN: 0309022959
  • Files: TRIS, TRB
  • Created Date: May 1 1975 12:00AM