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Table No. -1. Summary of Moisture Density Test Results <br />,iob•Number <br />--.SpQnple 1.R/Repo4,' <br />;'Moisture (%) <br />Ory Densify,_(pcf) <br />40007=130-01 <br />SB -1&. <br />22.7 <br />'101 <br />Index <br />SB -3/1.5' <br />15.1 <br />97 <br />37 <br />MW -1/2' <br />22.8 <br />103 <br />Silty Clay (CL), <br />/4' <br />25.0 <br />98 <br />1 /Bulk <br />MW -2/1.5' <br />15.2 <br />94 <br />/4.5' <br />16.3 <br />109 <br />/9.5' <br />21.2 <br />109 <br />MW -3/4.5 <br />20.5 <br />107 <br />/9.5" <br />26.5 <br />99 <br />MW -4/2' <br />15.5 <br />109 <br />/4.5' <br />24.3 <br />99 <br />Table No. 2. Summary of R -Value Test Results <br />Job Number/Sample I.® <br />Soil Description <br />R -value (by Exudation Pressure) <br />40007-130-01 /SB-2/Bulk <br />Silty Clay (CL), dark <br />brown <br />21 <br />Table No. 3. Summary of Expansion Index Test Results <br />Job Number/ <br />Soil Description <br />Moisture M <br />Expansion <br />Expansion <br />Sample I.D. <br />Index <br />Potential (Per <br />40007-130-01 /SB- <br />Silty Clay (CU, <br />37 <br />21 <br />UBC) <br />40007-130-01 /SB- <br />Silty Clay (CL), <br />12.0 <br />52 <br />Medium <br />1 /Bulk <br />dark brown <br />Table No. 4. Summary of Atterberg Limits Test Results <br />Job Number/ <br />Soil Description <br />Liquid Limit <br />Plastic Limit <br />Plastic Index <br />Sample I.D. <br />40007-130-01 /SB- <br />Silty Clay (CU, <br />37 <br />21 <br />16 <br />1 /Bulk <br />dark brown <br />97-81-616-15 <br />Converse Consultants Inland Empire <br />J AJOBFILE\1997\97-616\97-61615.RES <br />