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4.00 <br />3.00 <br />g 2.00 <br />U) <br />. <br />co . <br />1.00 <br />0.00 <br />0 0.1 0.2 0.3 <br />Horizontal Deformation (in.) <br />4.00 <br />A <br />3.00 <br />a <br />2.00 <br />0 .M - .0 -£ 0 <br />.. <br />1.00 <br />0.00 <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 4.000 <br />Sample No.R-3 Peak Shear Stress (kip/ft2)O 0.824 I 1.628 A 3.398 <br />Depth (ft) 10 Shear Stress @ End of Test (ksf)O 0.710 ¤1.320 6 2.663 <br />Deformation Rate (in./min.)0.0050 0.0050 0.0050Sample Tvoe: <br />Drive <br />Soil Identification: <br />Light brown poorly-graded <br />sand with silt (SP-SM) <br />Initial Sample Height (in.)1.000 1.000 1.000 <br />Diameter (in.)2.415 2.415 2.415 <br />Initial Moisture Content (%)0.96 0.96 0.96 <br />Dry Density (pcf)109.2 109.6 111.3 <br />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 />< Leighton <br />Project No.:603284-001 <br />DIRECT SHEAR TEST RESULTS <br />The Academy <br />Consolidated Drained - ASTM D 3080 <br />10-11 <br />SL Rvcd 2019.01.21 <br />DS 8-1, R-3 @ 10