What is the best way to include demolition materials such as concrete and asphalt in CWM calculation? I recognize that they must be accounted for and included in the over all CWM calculation.............is there a threshold where the effort is to track becomes significant and worth targeting? Lastly, to reuse demo materials on site such as crushing concrete for infill.......To account for this do I need to first truck off site to a scale and then truck back to identify weight? Or is there another practical way to reuse materials on site and still contribute to overall CWM diversion goal?