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Consolidation/Collapse Test Results <br />-2 <br />2 <br /> Water Added \ <br />at 200 psf \N <br />4 <br />6 \ <br />8 <br />10 <br />12 <br />14 <br />0.1 1 10 100 <br />Load (ksf) <br />Classification: Brown Silty Clay, trace to little fine Sand <br />Boring Number:B-5 <br />Sample Number: --- <br />Depth (ft)9 to 10 <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- 8 <br />Initial Moisture Content (90) 12 <br />Final Moisture Content (%) 19 <br />Initial Dry Density (pcf)116.4 <br />Final Dry Density (pcf)118.1 <br />Percent Swell (%)0.46 <br />SOUTHERN 1 <br />CALIFORNIA <br />GEOTECHNICAL <br />·' .4,0 ·isi Gr:i n,tie, <br /> SoCa:Geo