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Project Name : <br />Boring / Sample No : <br />Priority Engineering <br />Sample Descriptions / Classification : <br />Depth : ft <br />Brown Sandy Clay <br />Applied Normal Load (ksf) 1.0 2.0 4.0 <br />Shear Stress,Peak (ksf) 0.684 0.972 1.718 <br />Shear Stress,Ultimate(ksf) 0.672 0.960 1.676 <br />Density and Saturation Initial Final Initial Final Initial Final .. <br />Wet Wt. of Soil + Ring (g) 168.26 185.3 172.5 189.6 171.9 188.0 <br />Dry Wt. of Soil + Ring ( g) 154.3 158.7 157.8 <br />Weight of Water (g) 13.9 30.9 13.9 31.0 14.1 30.1 <br />Weight of Ring (9) 41.3 45.9 43.5 <br />Weight of Dry Soil (g) 113.1 112.7 114.3 <br />Moisture Content ( % ) 12.3 27.3 12.3 27.5 ' 12.3 26.3 <br />Wet Density (pcf) 105.4 119.6 105.1 119.3 106.6 119.9 <br />Dry Density (PO 93.9 93.6 94.9 <br />Specific Gravity (Assumed) 2.68 <br />Specimen Thickness (in) 1.00 <br />Specimen Diameter (in) 2.416 <br />Degree of Saturation (%) 42.2 93.8 41.9 93.5 43.3 92.6 <br />Void Ratio 0.781 0.787 0.762 <br />Lateral Displacement, dh (in) 0.3 <br />Displacement Rate, dr (in/min) 0.02 <br />Elapsed Time of Test, te (mm ) 15.00 <br />Sp <br />e <br />c <br />i <br />m <br />e <br />n <br /> <br />Undisturbed X <br />Remolded - <br />Reconstituted - <br />SH <br />E <br />A <br />R <br /> <br />ST <br />R <br />E <br />S <br />S <br /> <br />(k <br />a <br />t <br />) <br /> <br />SHEAR STRESS PEAK ULTIMATE <br />Cohesion, c (psf) 310 315 <br />Friction Angle, 4) (degree) 19.0 18.5 <br />60 <br />5.0 <br />4.0 <br />3.0 <br />2.0 <br />• PEAK <br />• ULTIMATE <br />1.0 - <br />0.0 <br />00 10 20 30 40 <br />NORMAL STRESS (ksf) <br />50 60 <br />Project No. : <br />Tested By: <br />Sampled By: <br />107624-3001 <br />RMC Date: April 30, 2024 <br />Date: <br />2000 <br />..., - .... <br />1800 <br />• <br />..,. IL I <br />1600 <br />-.... III <br />1400 <br />F, o. - <br />,z) .-) <br />1.1 1200 <br />_ _ _ ..- <br />cc <br />I-in <br />cc <br />< w <br />I in , <br />1000 Al /11 <br />1 II IM <br />800 <br />_ <br />- <br />600 <br />- - <br />400 <br />-- - <br />II _ <br />200 <br />j t , <br />i_ <br />0 0 1 0 2 0.3 <br />LATERAL DISPLACEMENT (in) <br />Remarks : 2612 S Griset PL Santa Ana CA 92704 <br />2612 S Griset PI Santa Ana Ca 92704 Direct Shear E2 <br />2612 S Griset Pl Unit <br />#23/17/2025