Laserfiche WebLink
Project Name : Priority Engineering <br />Boring / Sample No <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) 0.744 1.320 2.350 <br />Shear Stress,Ultimate(ksf) 0.732 1.320 2.308 <br />Density and Saturation Initial Final Initial - Final Initial Final <br />Wet Wt. of Soil + Ring (g) 170.71 194.1 170.0 192.3 170.9 193.6 <br />Dry Wt. of Soil + Ring ( g) 164.2 163.3 164.3 <br />Weight of Water (g) 6.5 29.9 6.6 29.0 6.6 29.3 <br />Weight of Ring (9) 45.1 42.4 43.7 <br />Weight of Dry Soil (g) 119.1 120.9 120.5 <br />Moisture Content ( % ) 5.5 25.1 5.5 24.0 5.5 24.3 <br />Wet Density (pcf) 104.3 123.7 105.9 124.4 105.6 124.4 <br />Dry Density (pcf) 98.9 100.4 100.1 <br />Specific Gravity (Assumed) 2.68 <br />Specimen Thickness (in) 1.00 <br />Specimen Diameter (in) 2.416 <br />Degree of Saturation (%) 21.3 97.3 22.1 96.4 22.0 97.2 <br />Void Ratio 0.692 0.666 0.671 <br />' <br />Lateral Displacement, dh (in) 0.3 <br />Displacement Rate, dr (in/min) 0.02 <br />Elapsed Time of Test, te (min) 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 />s <br />i <br />) <br /> <br />SHEAR STRESS PEAK ULTIMATE <br />Cohesion, c (psf) 230 240 <br />Friction Angle, (li (degree) 28.0 27.5 <br />60 <br />50 <br />40 <br />30 <br />20 <br />1.0 <br />00 <br />• PEAK <br />A ULTIMATE <br />00 10 20 30 40 <br />NORMAL STRESS (ksf) <br />50 60 <br />2612 S Griset PI Santa Ana Ca 92704 <br />Project No. : <br />Tested By: <br />Sampled By : <br />107624-3001 <br />RMC Date: April 30, 2024 <br />Date: <br />) CM) <br />SH <br />E <br />A <br />R <br /> <br />ST <br />R <br />E <br />S <br />S <br /> <br />(p <br />s <br />f <br />) <br /> <br />o <br />0 <br />o <br />) <br />o <br />0 <br />o <br />N <br />c <br />- .1 <br />._ .... . _ <br />- - <br />i <br />r <br />-1, i <br />i <br />........ . .. <br />..._ .._. <br />Li_ <br />_ <br />.r. J <br />0 01 02 0.3 <br />LATERAL DISPLACEMENT (in) <br />Remarks : 2612 S Griset PL Santa Ana CA 92704 <br />Direct Shear El <br />2612 S Griset Pl Unit <br />#23/17/2025