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CON&ULTING GEOTE¢CMICAL ENGINEER&AND MATERIAL TE&nme <br /> �; Wester Fuels Mlacylb r:nsous Testing Project Number M07067MT Dane sampled: ;70 <br /> /7/2007 Location: Sample Source TP 2 @ OS.6 It ' —Lab Sam Sample Description: Cla .sees ,Brown Date Tested: 8@1/2007 Tested B e <br /> - Y= <br /> Direct Shear Test Results <br /> 6 r, t �tW v s Y=0.4418x+1.8997 <br /> R2=0.8727 <br /> 5 <br /> Y-0.3435x+2.8978 <br /> _ R2=0.8727 <br /> 7a 4 <br /> Y=0.2781 x+3.4843 <br /> 3 R2-0.8727 <br /> v7 <br /> �~ • 2%Strain <br /> vgi .2 ■ 4%Strain <br /> A 6%Strain <br /> 1 Unear(6%Strain) <br /> —Unear(4%Strain) <br /> 0 Unear 2°%Strain) <br /> 0.00 2.00 4.00 6.00 8.00 <br /> Normal Stress(p8j) <br /> Soil remolded to apprOXlM8tely 100%ASTM D898 Maximum Dry Density <br /> Remolded Dry Densfty=114.5 pcf Moisture Content.12.4% <br /> %Strain Cohesion(psf) Friction Angle(deg) <br /> 2 274 24 <br /> 4 417 19 <br /> 6 502 18 <br /> Attachment 2.05.3(3)-32 Revision Date: July 2020 <br /> Page 14 Revision No.: TR-99 <br />