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Leighton <br />DIRECT SHEAR TEST <br />Consolidated Drained - ASâ„¢ D 3080 <br />Project Name: The Academy Tested By:F. Tabibkhoei <br />Project No.:603284-001 Checked By:J. Ward <br />Boring No.: 8-1 Sample Type: Drive <br />Sample No.: R-3 Depth (ft.): 10.0 <br />Soil Identification:Uaht brown Doorlviraded sand with silt (SP-SM) <br />Sample Diameter(in):2.415 2.415 <br />Sample Thickness(in.):1.000 1.000 <br />Weight of Sample + ring(gm):174.46 176.05 <br />Weight of Ring(gm):41.88 43.04 <br />Date:1Wll/11 <br />Date:10/20/11 <br />2.415 <br />1.000 <br />178.12 <br />42.98 <br />Before Shearing <br />Weight of Wet Sample+Cont.(gm):250.13 250.13 250.13 <br />Weight of Dry Sample+Cont.(gm):248.12 248.12 248.12 <br />Weight of Container(gm):38.70 38.70 38.70 <br />Vertical Rdg.(in): Initial 0.0000 0.2673 0.2485 <br />Vertical Rdg.(in): Final -0.0057 0.2818 0.2615 <br />Alter Shearing <br />Weight of Wet Sample+Cont.(gm):193.05 188.77 188.02 <br />Weight of Dry Sample+Cont.(gm):164.85 162.03 163.67 <br />Weight of Container(gm):38.80 39.16 39.09 <br />Specific Gravity (Assumed):2.70 2.70 2.70 <br />Water Density(pcf):62.43 62.43 62.43 <br />DS 8-1, RJ @ 10