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6.00 <br />5.00 <br />.C L.WW <br />1.00 <br />0.00 . . <br />0 <br />6.00 <br />5.00 <br />9 4.00 <br />U) <br />2 3.00 <br />05 <br />2 2.00 <br />1.00 <br />0.00 <br /> 4.00 <br />2 3.00 <br />u o nn <br />0.1 0.2 0.3 <br />Horizontal Deformation (in.) <br />a <br />8 <br />0.00 100 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 <br />Normal Stress (ksf) <br />Boring No.B-1 Normal Stress (kip/fe)3.000 6.000 9.000 <br />Sample No. R-5 Peak Shear Stress (kip/ft2)0 1.943 1 3.647 A 5.332 <br />Depth (ft)30 Shear Stress @ End of Test (ksf)O 1.801 ¤3.559 A 4.785 <br />Deformation Rate (in./min.)0.0050 0.0050 0.0050Sam[)le Tvoe: <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 (%)29.04 29.04 29.04 <br />Dark grayish brown lean clay Dry Density (pcf)94.4 94.2 95.9 <br />(CL)Saturation (%)99.9 99.3 103.6 <br />Soil Height Before Shearing (in.)N/A N/A N/A <br />Final Moisture Content (%) 25.2 22.8 21.7 <br />Project No.:603284-001| Leighton DIRECT SHEAR TEST RESULTS <br />The AcademyConsolidated Drained - ASTM D 3080 <br />10-11 <br />DS 8- 1, R-5 @ 30 <br />1