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Planning and Building Agen <br />4.0 <br />Appr <br />FOR <br />Maste <br />PERMI <br />ID: <br />Date: <br />-- <br />- <br />--- <br />-- <br />--- <br />--- <br />--- <br />--- <br />1.0 2.0 <br />Ultimate: <br />4.0 . <br />3.0 <br />0.0 11-- <br />0.00 <br />wed <br />IS UANC <br />I <br />3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 <br />Normal Stress (ksf) <br />Shear Type : Saturated Partially disturbed I Peak: <br />0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 <br />Horizontal Deformation (inch) <br />Boring No. 2 <br />Strength Intercept (C) • <br />t 4 <br />�8fl <br />Peak <br />(w) <br />Ultimate <br />Sample No. <br />a `Y <br />(kPa) <br />6.6^ <br />(kPa) <br />Depth (tom) <br />Friction Angle <br />3 " <br />Degree <br />1 ; .1 F <br />Degree <br />Description 3rnwn Si'ty Clay Shear Rate (inch/minute) : 0.0003 <br />SYMBOL <br />MOISTURE <br />CONTENT (%) <br />DRY DENSITY <br />VOID <br />RATIO <br />NORMAL STRESS <br />PEAK STRESS <br />ULTIMATE STRESS <br />(pcf) <br />(kNlma) <br />(ksf) <br />(kPa) <br />(ksf) <br />(kPa) <br />(ksf) <br />(kPa) <br />J.Z <br />86.0' <br />13.55 <br />yE <br />Ou <br />a .66 <br />259 <br />25.7 <br />:; ;i< <br />25.86 <br />27.26 <br />91.59 <br />14.42 <br />0.84 <br />2.00 <br />95.76 <br />0P <br />52.28 <br />1.00. <br />47.69 <br />21.12 <br />98.25 <br />15.46 <br />106 <br />191.52 <br />dti <br />90.21 <br />1.80 <br />86.18 <br />1602 W Brook St Unit 2 Santa Ana Ca 92703 Direct Shear E2 <br />