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Tested By: EH Checked By: EH <br />DIRECT SHEAR TEST REPORT <br />ENGINEERING ANALYTICS, INC. <br />Client: AWES, LLC. <br />Project: Raptor Materials Lab Testing <br />Source of Sample: P-125 <br />Sample Number: MW-2 <br />Proj. No.: 111077 Date Sampled: <br />Sample Type: Remolded <br />Description: Gravelly SAND <br />Assumed Specific Gravity= 2.650 <br />Remarks: <br />Figure <br />Sample No. <br />Water Content, % <br />Dry Density, pcf <br />Saturation, % <br />Void Ratio <br />Diameter, in. <br />Height, in. <br />Water Content, % <br />Dry Density, pcf <br />Saturation, % <br />Void Ratio <br />Diameter, in. <br />Height, in. <br />Normal Stress, psf <br />Fail. Stress, psf <br /> Strain, % <br />Ult. Stress, psf <br /> Strain, % <br />Strain rate, in./min.InitialAt TestShear Stress, psf0 <br />1500 <br />3000 <br />4500 <br />6000 <br />7500 <br />9000 <br />Strain, % <br />0 5 10 15 20 <br />1 <br />2 <br />3Fail. Stress, psf0 <br />3000 <br />6000 <br />9000 <br />Normal Stress, psf <br />0 3000 6000 9000 12000 15000 18000 <br /> C, psf <br /> f, deg <br /> Tan(f) <br /> Results <br />1405 <br />38.2 <br />0.79 <br />1 <br />2.2 <br />114.2 <br />13.0 <br />0.4490 <br />4.00 <br />1.17 <br />13.1 <br />121.0 <br />94.2 <br />0.3675 <br />4.00 <br />1.10 <br />1000 <br />2024 <br />6.8 <br />0.003 <br />2 <br />2.2 <br />114.2 <br />13.0 <br />0.4490 <br />4.00 <br />1.17 <br />13.1 <br />121.6 <br />96.0 <br />0.3607 <br />4.00 <br />1.09 <br />4000 <br />4840 <br />9.0 <br />0.003 <br />3 <br />2.2 <br />114.2 <br />13.0 <br />0.4490 <br />4.00 <br />1.17 <br />13.1 <br />122.4 <br />98.5 <br />0.3516 <br />4.00 <br />1.09 <br />8000 <br />7566 <br />5.5 <br />0.003