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TECHNICAL PAPER




                                                                                       Biofuel
                         Cement
                                                                                 wind  0.19%
                        Production                                     Gas Oil   4.4%               solar
                                                                       9.6%                         0.012%
                                                                      Coal
                        Concrete                                     0.065%
            water
                          Plant      service Life  end of Life
          treatment
                        Operations                                                                          Nuclear
                                                                  Hydro                                      62%
                                                                   24%
                        Aggregate    LEGEND:    Transportation of
                        Production   Materials (Road, Boat)


           Figure 1: System boundary for LCA of general use cement concrete
                               products.                               Figure 2: Ontario’s electricity supply mix for 2014  [15] .

         Cement production is the extraction and transportation of raw   Equation 1
         materials, the manufacturing of cement including blending,        strength (MPa) alt. material j  RCPT (C) base material
         grinding, and pyroprocessing, and cement transportation.     FU j =  strength (MPa) base material  *  RCPT(C) alt.material j
         Aggregate production includes the extraction, processing,
         and transport of fine and coarse aggregates. Concrete plant   where j corresponds to each alternative mix design, as described in
                                                                                       Table 1
         operations include batching and mixing activities, and transport
         of concrete to the site where it will be placed. End-of-life is   3. LCA – LIFe CyCLe INveNtORy
         the in-place rubblizing of concrete. This system boundary is
         modified to model the alternative concrete constituents as   The Life Cycle Inventory (LCI) for concrete, representing the
         described in Section 3.                                inputs and outputs throughout the product’s life cycle, was
                                                                compiled based on a baseline LCI for conventional concrete
         2.2.3 Functional Unit                                  containing GU cement and virgin aggregate (represented in this
                                                                paper by the mix 100GU). This base model was then adjusted to
         The purpose of the functional unit is to provide a basis for   model each alternative constituent, namely SL, FA, SF, and GUL.
         the quantification of all inputs and outputs (i.e. a reference
         point for which data is collected), and to allow for comparison
         of LCA results based on equivalent functional performance   3.1 Processes Included in the Life Cycle of
         of different materials, processes or products. Concrete   Conventional Concrete
         used for infrastructure is commonly specified according
         to its 28-day compressive strength (MPa) and 28-day rapid   3.1.1 Cement Production Process
                                                                                                                  [4]
         chloride permeability (RCP) (Coulombs (C) using the ASTM   A report released by the Athena Sustainable Materials Institute
         C1202  [13] ) requirements. These two properties are included   contains detailed LCI data for the production of cement. The
         in the functional unit, which has been studied in detail by   raw material, energy use, atmospheric emissions, liquid effluent,
         the authors  [14] . Table 2 presents the experimental results for   and water usage data presented in the Athena report was used
         compressive strength and RCPT corresponding to the mix   to create the Cement Production process in all of the LCA
         designs shown in Table 1. Equation 1 describes the calculation   models. The data for the Central Region of Canada (Manitoba
         of the functional unit.                                and Ontario) was used for this research.


         table 2: Hardened properties
                                                                       MIX DESIGN ID
          hARDENED pROpERTY               100Gu*      Gu-25Sl      Gul-25Sl   Gu-8SF-25Sl    Gu-10FA     Gul-10FA

          28 day f’c (MPa)                  48.5        36.0         34.7         56.5         51.2        50.6
          28 day RCPT (C)                  3186         2135         1969         421         3614         4024

         * Base case scenario


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