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4.00 <br />3.00 <br />3 2.00 <br />1.00 <br />0.00 <br />0 0.1 0.2 03 <br />Horizontal Deformation (in.) <br />4.00 <br />1 <br />3.00 <br />© <br />U. 8 <br />. <br />2 2.00 <br />03 <br />L . <br />(0 <br />0 - <br />1.00 <br />8 <br />O.00 .... <br />0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 <br />Normal Stress (ksf) <br />Boring No.B-1 Normal Stress (kip/ft2)1.000 2.000 <br />Sample No. R-3 Peak Shear Stress (kip/ft2)0 0.824 I 1.628 <br />Depth (ft)10 Shear Stress @ End of Test (ksf)0 0.710 O 1.320 <br />Deformation Rate (in./min.)0.0050 0.0050Sample TvDe: <br />4.000 <br />A 3.398 <br />6 2.663 <br />0.0050 <br />Initial Sample Height (in.)1.000 1.000 1.000Drive <br />Diameter (in.)2.415 2.415 2.415 <br />Soil Identification:Initial Moisture Content (%)0.96 0.96 0.96 <br />Light brown poorly-graded Dry Density (pcf)109.2 109.6 111.3 <br />sand with silt (SP-SM)Saturation (%)4.8 4.8 5.0 <br />Soil Height Before Shearing (in.)0.9943 0.9855 0.9870 <br />Final Moisture Content (%) 22.4 21.8 19.5 <br />Project No.:603284-0011 . Leighton DIRECT SHEAR TEST RESULTS <br />The AcademyConsolidated Drained - ASTM D 3080 <br />10-11 <br />DS 8-1, R-3 @ 10