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FROM :LAMHERT8ASSOCIATES FAX NO. :9702493262 Sun. 12 2007 11:21AM P10 <br /> CONSULTING GEOTECHNICAL ENGINEERS AND MATERIIAL TESTING <br /> Project Western Fuels Miscellaneous TesdnQ Project Number. M070576AT Data Sampled: <br /> Location: Sample Source: TP 2 0-5.5 R Lab Sample P. D770 <br /> Sample Description: Clay,Sandy.Brown Date Teeted: 7 Tested By AC <br /> Direct Shear Test Results <br /> y 0.3718x+0.7198 <br /> r I R2=0.997 <br /> 4 <br /> y=0.4152x+1.0164 <br /> R2 a 0.9887 <br /> a 3 y=0.4248x+ 1.3588 <br /> R2=0.9942 <br /> to . <br /> g`( 2 • ♦ 2%Strain <br /> ■ 4%Strain <br /> ♦ 6%Strain <br /> linear(6%Strain) <br /> —Linear(4%Strain) <br /> - Linear(2%Strain) <br /> 0 _.. <br /> 0.00 2.00 4.00 6.00 8.00 <br /> Normal Stross(psi) <br /> Soil remolded to approximately 85°/6 ASTM D898 Maximum Dry Density <br /> Remolded Dry Density■97 pcf Moisture Content=9.7% <br /> %Strain Cohesion(pef) Friction Angle(dog) <br /> 2 104 20 <br /> 4 146 23 <br /> 8 196 23 <br /> Attachment 2.05.3(3)-32 Revision Date: July 2020 <br /> Page 15 Revision No.: TR-99 <br />