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. „ <br />Sh <br />e <br />a <br />r <br /> <br />St <br />r <br />e <br />s <br />s <br /> <br />in <br /> <br />(k <br />s <br />f <br />) <br /> <br />-- <br />k <br /> <br />N) <br /> <br />(4 <br /> <br />.. <br />t <br />, <br /> <br />o <br />o <br />o <br />c <br />, <br />• <br />. <br />. <br />_ <br />•• <br />• <br />• <br />• <br />••• <br />• <br />0.0 <br />0.0 1.0 2.0 30 40 50 60 70 80 90 10.0 <br />Normal Stress (ksf) <br />. _ ... <br />Ultimate : Shear Type: Saturated econs t u e ea R: <br />40 <br />3.0 <br />0.0 <br />0.00 0.05 0.10 0.15 0.20 0.25 0.30 <br />Horizontal Deformation (inch) <br />0.35 0.40 0.45 <br />Boring No. : 2 <br />Strength Intercept (C) . <br />0.08 (ksf) <br />Peak <br />0.10 (ksf) <br />Ultimate Sample No. : 3.73 (kPa) 4.60 (kPa) <br />Depth (ft/m) : Friction Angle ( 4 ) : 29.76 Degree 27.83 Degree <br />Description : Brown Sandy Silt Shear Rate (inch/minute) : 0.0004 <br />SYMBOL <br />MOISTURE <br />CONTENT (%) <br />DRY DENSITY VOID <br />RATIO <br />NORMAL STRESS PEAK STRESS ULTIMATE STRESS <br />(pcf) (kNhn3) (ksf) (kPa) (ksf) (kPa) (ksf) (kPa) <br />29.64 89.61 14 11 0.88 ? uu 47 88 065 31.03 ._ 29.88 <br />. 27.88 92.36 14.54 0.82 2.00 95.76 1 22 58.61 1.15 55.16 <br />A 24.79 96.11 15.13 0.75 4.00 191.52 2.36 113.19 2.21 105.72 <br />524 S Shawnee Dr Santa Ana Ca 92704 Direct Shear E2 <br />524 S Shawnee Dr & <br />Unit# 22/7/2025