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Consolidation/Collapse Test Results <br />-2 <br />Water Added <br />at 200 psf <br />2 <br />4 <br />6 <br />8 <br />0 <br />4 <br />0.1 1 <br />Load (ksf) <br />12 <br />10 100 <br />Classification: Dark Brown fine Sandy Clay, trace Silt <br />Boring Number:B-5 <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- 7 <br />Initial Moisture Content (%) 18 <br />Final Moisture Content (%) 19 <br />Initial Dry Density (pcf)109.3 <br />Final Dry Density (pcf)120.7 <br />Percent Collapse (%)0.12 <br />SOUTHERN <br />CALIFORNIA <br />¥- GEOTECHNICAL4 : .41'I·,ma C.1.rah.·i <br /> SoCalGeo