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Consolidation/Collapse Test Results <br />-2 <br />0.---0. <br />2 Water Added 3, <br />at 200 psf <br />+ 4 i <br />6 <br />8 <br />10 <br />12 <br />14 <br />0.1 1 10 100 <br />Load (ksf) <br />Classification: Brown Clayey fine Sand to fine Sandy Clay <br />Boring Number:B-1 <br />Sample Number: --- <br />Depth (ft)7 to 8 <br />Specimen Diameter (in)2.4 <br />Specimen Thickness (in)1.0 <br />Proposed Mixed Use Dev. <br />Santa Ana, California <br />Project No. 15G101 <br />PLATE C- 3 <br />Initial Moisture Content (%) 16 <br />Final Moisture Content (%) 18 <br />Initial Dry Density (pcf)108.8 <br />Final Dry Density (pcf)115.4 <br />Percent Collapse (%)0.07 <br />SOUTHERN <br />CALIFORNIA <br />GEOTECHNICAL <br />A 4 .#i•e.mi; CL,r,11'inti.·L <br /> SoCalGeo