We have an existing demolition project in which some of the concrete foundations/concrete slabs/block/brick debris can be taken to a recycling facility which will weigh each load, but some of the same debris cannot be taken to the recycling facility (mostly the brick and some painted block) and must be diverted to either a clean fill facility or a brick re-use company. Both the clean fill location and the brick re-use company do not have weighing capabilities. Could we take the weighed loads that we took to the recycling facility and average the weight of each load and use that calculation to determine approximate weights per load of the loads taken to the clean fill site and brick re-use company? OR do we need to utilize the v2009 MR Credit 2 Table 2 Solid Waste Conversion Factors to determine the weight per load of the hauls that could not be weighed? If we need to use the table, do we use the unit for Mixed Waste or Rubble? My thought is that since all of these loads are essentially the same materials and we have a way to verify what an accurate weight per load is based on the averages we received at the recycling facility, that this unit would be more accurate than those in the table, but I need some advice from those of you more familiar with a similar issue. Thanks!