I’m not sure what you are trying to achieve in your calculations.
I’m sure that whatever it is there is no need to take into account kg/m3 of concrete.
Second point is that if you want to be consistent with the report we are discussing here the author used $3,000 per ton as cost of HRM for the concrete plant, while you are using $1,000 which is what ADN is hoping to achieve for ex gate, unprocessed product.
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