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Consolidation/Collapse Test Results <br />-2 <br />Water Added -0,2 at 200 psf <br />E 4 <br />r f <br />6 <br />\ <br />3 \ <br />10 <br />12 <br />14 <br />0.1 1 10 100 <br />Load (ksf) <br />Classification: FILL: Brown to Dark Brown fine Sandy Clay, trace to little Silt <br />Boring Number:B-5 <br />Sample Number: --- <br />Depth (ft)3 to 4 <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- 5 <br />Initial Moisture Content (%) 17 <br />Final Moisture Content (%) 22 <br />Initial Dry Density (pcf)102.4 <br />Final Dry Density (pcf)112.9 <br />Percent Swell (%)0.19 <br />SOUTHERN <br />CALIFORNIA <br />GEOTECHNICAL <br />4 ..ilift,rm. C .,r.:.Irati .h <br /> SoCalGeo /