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Consolidation/Collapse Test Results <br />-2 <br />r./ <br />0 '.------4 .-I <br />\ <br />4 <br />Water Added \\. <br />at 200 psf \ <br />31 <br />6 0 - <br />€,4 \ € 6 <br />'0 <br />8 <br />0 1 <br />10 <br />12 <br />14 <br />16 - <br />Ae <br />18 2 <br />42 <br />20 ta,Ii 4 26*42:4'· 96· 2 <br />0.1 1 10 100 <br />Load (ksf) <br />Classification: Brown Clayey fine Sand <br />Boring Number:B-2 <br />Sample Number: --- <br />Depth (ft)5 to 6 <br />Specimen Diameter (in)2.4 <br />Specimen Thickness (in)1.0 <br />G&M #72 <br />Santa Ana, California <br />Project No. 16G 123 <br />PLATE C- 3 <br />Initial Moisture Content (%) 12 <br />Final Moisture Content (%) 18 <br />Initial Dry Density (pcf)108.8 <br />Final Dry Density (pcf)118.5 <br />Percent Collapse (%)-0.31 <br /> CALIFORNIASOUTHERN <br />- GEOTECHNICAL <br />SoCalGeo