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    The question of what deflection ratios means comes up every once in a while, and it can be confusing So I thought it might be a good idea to start a thread about it then when the question comes up I can refer back to it rather than re-typing it when the question comes up
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    I once had to fill an entire site sixteen feet over 5 acres for a hospital addition in a flood zone Place granular fill, we used #57's with "fines" to fill in the interstices (holes between the rocks when laying together) in layers of 6 inches and compact with a vibratory compactor using a "fine and very light mist" of water between lifts Saved some dollars by (this site was a muddy clay





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