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5.00 <br />4.00 <br />3.00 <br />2.00Shear Stress (ksf) <br />0.00 1 <br />0 <br />5.00 <br />4.00 <br />3.00 <br />2.00 <br />1.00 <br />0.00 <br />0.00 1.00 <br />Shear Stress (ksf) <br />liD <br />0.1 0.2 0.3 <br />Horizontal Deformation (in.) <br />a <br />2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 <br />Normal Stress (ksf) <br />Boring No.B-7 Normal Stress (kip/fti)1.500 3.000 6.000 <br />Sample No.R-1 Peak Shear Stress (kip/ftz) /1.166 I 2.289 A 4.602 <br />Depth (ft) 7 Shear Stress @ End of Test (1<sf)0 0.927 0 1.880 6 3.685 <br />Deformation Rate (in./min.)0.0050 0.0050 0.0050Sample Type: <br />Drive <br />Soil Identification: <br />Light brown silty sand (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 (%)2.40 2.40 2.40 <br />Dry Density (pcf)102.8 104.7 107.1 <br />Saturation (°/o)10.1 10.6 11.3 <br />Soil Height Before Shearing (in.)0.9875 0.9848 0.9796 <br />Final Moisture Content (%)20.7 21.9 24.9 <br />< Leighton <br />Project No.:603284-001 <br />DIRECT SHEAR TEST RESULTS The Academy <br />Consolidated Drained - ASTM D 3080 <br />10-11 <br />SL Rvcd 2019.01.21 <br />DS 8-7, R-1 @ 7