The bottom line is that the proof is in the pudding. If we take samples at the stockpile and at the roadway and we see better results there and less segregation, that's going to tell me that this is working. Theoretically, as to the presentation today and watching the conveyor in the field, I think there is a significant possibility of that. The best thing I see is you don't have all that traffic on top of the pile that would be pushing, shoving and grinding. Let's go measure this pile.
Stockpile quantity is a big issue on cross sections.
I've seen between 30 percent and 45 percent compaction on various materials, depending upon how you stockpiled the material. This could lead to over-crushing job quantities. If a contractor knows what they are doing, they don't have to have this type of equipment to build a good stockpile. Obviously, though, it's saving the contractor a lot of money by not having to haul that material back and forth. Not everybody builds good stockpiles.