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TECHNICAL PAPER




                                                         (a)                                                   (b)



















                             Figure 1: Ready-mixed concrete with RCA used in foundations (a) and in columns and walls (b).

         cooperation with the design engineer, the contractor, the RCA   experiments with fresh concrete and part of the compressive
         supplier, and the concrete ready-mix plant. For this project, 37%   strength testing were carried out on the RMC plant. The other
         of the coarse aggregate was replaced with RCA 10/20 mm, for   tests were carried out at SINTEF (earlier Norwegian Building
         the in-situ cast concrete of quality C35 in all foundations and 50   Research Institute).
         % of the basement walls and columns, shown in Figure 1. The
         remaining walls and columns of the basement was cast using   table 1: overview of the properties tested in the
         100% natural aggregates to allow for a comparison between   experimental program
         the two concrete mixes. Extensive testing of the properties of
         both aggregates, fresh and hardened concrete properties were   ProPErtIEs  tEst    rcA   frEsh   hArDEnED
         carried out. Construction started in the summer of 2001, and the       MEthoD           concrEtE concrEtE
         school was ready for use by the students in the fall of 2003, see   Particle size  NS-EN933-1  X
         Figure 2. The whole demonstration project consumed 800 m  of   Material   EN-933-11  X
                                                         3
         concrete with RCA.                                      constituents
                                                                 Particle density  NS-EN     X
                                                                                1097-6
                                                                 Water absorption NS-EN      X
                                                                                1097-6
                                                                 Chloride content  NS-EN     X
                                                                                1744-1
                                                                 Sulphate content NS-EN      X
                                                                                1744-1
                                                                 Slump by time  NS 3662              X
                                                                 Spreading by   NS 3664              X
                                                                 time
                                                                 Density        NS 3660              X
                       Figure 2: Sørumsand High School.
                                                                 Air content    NS 3659              X
         3. MatErialS anD MEtHoDS                                Compressive    NS 3668                       X
         3.1 overview of Experimental program                    strength
         Both aggregate, fresh and hardened concrete were investigated,   Shrinkage  ASTM C                   X
         see Table 1. The aggregate tests were sampled at BA                    157-93
         Gjenvinning recycling facility from “pure concrete” which was   E-module  NS 3676                    X
         produced specifically for the project. The concrete for the test   Frost resistance  SS 137244 (IB)  X
         program for fresh and hardened properties was taken directly
         from the ready-mix concrete plant (Unicon). Samples were taken   Carbonation  In-house               X
         from recipes with 0 % RCA (C35-N) and 37% RCA (C35-R). The             method


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