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FROM :LAMHERTBASSOCIATES FAX NO. :9702493262 Jun. 12 2007 11:21FM P10 <br /> MllsVVw9z <br /> CONSULTING GEOTECHNICAL ENGINEERS AND MATERIAL TESTING <br /> ProNet: Western Fusls Mfcdllanemm Testing ProNet Number. M070FW Data Sampled: <br /> Location: Sample Source: TP 2 0 0-f&5 ft lab Sample! 0770 <br /> Sample Deiption: Gley,Sa .Brown Data Tested: t3/4f2 7 Tested By: AC <br /> scr <br /> Direct Shear Test Results <br /> 6 <br /> 4 <br /> y=0.3718x+0.7198 <br /> 2 <br /> R =0.997 <br /> 4 <br /> Y=0.4152x+1.0164 <br /> R2-0.9687 <br /> y 3 y=0.4248x+1.3588 <br /> R2=0.9942 <br /> 2 • 2%Strain <br /> N ■ 4%Strain <br /> A e%Strain <br /> 1 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 Stress(psi) <br /> Soil remolded to approximately 85%ASTM D698 Maximum Ory Density <br /> Remolded Dry Density=97 pelf Moisture Content=9.7% <br /> %Strain Cohesion(pot) Friction Angle(dog) <br /> 2 104 20 <br /> 4 146 23 <br /> 6 196 23 <br /> Attachment 2.05.3(3)-32 Revision Date: July 2020 <br /> Page 21 Revision No.: TR-99 <br />