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Client:Sierra Geotechnical Services Inc.HAI Project No.:SGS-19-001 <br />Project Name:SCE Santa Ana SK Logistic Bldg Tested by:KL <br />Project No.:SGSI # 3.31634 Checked by:MJ <br />Boring No.:CPT-2 Date:09/24/19 <br />Sample No.:- <br />Depth (ft):3-7 <br />Soil Description:Brown, Sandy Lean Clay (CL) <br />LL LL LL PL PL <br />-33 27 19 -- <br />(g)23.6 23.6 24.6 10.7 10.4 <br />(g)21.1 21.0 21.7 9.5 9.3 <br />(g)11.0 11.0 11.3 1.1 1.2 <br />(%)24.5 25.7 27.0 14.1 14.1 <br />26 <br />14 <br />12 <br />CL <br />Plastic Limit (PL) <br />Liquid Limit, Plastic Limit, and Plasticity Index of Soils <br />ASTM D4318 <br />Test <br />No. of blows <br />Wt. of Wet Soil + Container <br />Wt. of Dry soil + Container <br />Wt. of Container <br />Water content <br />Liquid Limit (LL) <br />Plasticity Index (PI) <br />USCS <br />Remarks: <br />- Fine Sample is Less than 50% of Passing <br />#200) <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />0 10 20 30 40 50 60 70 80 90 100 <br />PL <br />A <br />S <br />T <br />I <br />C <br />I <br />T <br />Y <br /> <br />I <br />N <br />D <br />E <br />X <br />, <br /> <br />P <br />I <br /> <br />( <br />% <br />) <br /> <br />LIQUID LIMIT, LL (%) <br />CL - ML <br /> CL or OL <br />CH or OH <br />ML or OL <br />MH or OH <br />Plasticity (Clays) or Compressibility (Silts) <br />LOW MEDIUM HIGH <br />24 <br />25 <br />26 <br />27 <br />28 <br />10 100 <br />Mo <br />i <br />s <br />t <br />u <br />r <br />e <br /> <br />c <br />o <br />n <br />t <br />e <br />n <br />t <br /> <br />( <br />% <br />) <br /> <br />Number of blows 25 <br />86 of 100 <br />1327 S Grand Ave <br />12/12/2024