I'm trying to verify the appropriateness of our approach to concrete for MR 4 and 5. Using the Materials Calculator and Tracker form; Concrete - total cost is the cost of concrete delivered to the site. Using the LEED Concrete Tracking Form, I can determine the total $ value for the SCMs per Cubic Yard. This $ value can then be interpreted as a percentage of the overall concrete (not only the cementitious material). The % of SCM relative to the overall concrete is quite low. For MR 5, I want to use the Concrete Mix information, to determine the percentage of material, fly ash, coarse, fine aggregate, cement, etc. was manufactuered/harvested within 500 miles. This percent (by weight) represents the amount of the concrete assembly that is manufactured/extracted locally. This percentage will be quite high. Is this a proper approach to dealing with Concrete?
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