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3.00 <br />2.50 <br />U) <br /> 1.50 <br />1.00 1 ......................................................... <br />0.50 <br />0.001········· ···················· <br />0 0.1 0.2 0.3 <br />Horizontal Deformation (in.) <br />3.00 <br />2.50 a <br />2.00 <br />1.50 <br />U) . <br />4 1.00 <br />. <br />0.50 <br />: 8 <br />0.00 <br />0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 <br />Normal Stress (ksf) <br />Boring No.B-1 Normal Stress (kip/ftz)0.500 2.000 4.000 <br />Sample No.BB-1 Peak Shear Stress (kip/ft2)O 0.393 /1.116 A 2.496 <br />Depth (ft) 0-5 Shear Stress @ End of Test (ksf)0 0.321 ¤1.103 6 2.493 <br />Samole Tvoe:Deformation Rate (in./min.)0.0050 0.0050 0.0050 <br />90% Remold <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 (%)8.50 8.50 8.50 <br />Dry Density (pcf)113.9 113.9 113.9 <br />Saturation (%)47.9 47.9 47.9 <br />Soil Height Before Shearing (in.)0.9978 0.9899 0.9848 <br />Final Moisture Content (%)16.7 16.2 15.7 <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 8-1, 88-1 @ 0-5