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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: <br />Sample No.:- <br />Depth (ft):3-7 Apparatus No.:2 <br />Soil Description:Brown, Sandy Lean Clay (CL) <br />153.25 g 641.29 g <br />141.49 g 564.93 g <br />19.50 g 206.63 g <br />11.76 g 76.36 g <br />121.99 g 358.30 g <br />9.6 %21.3 % <br />602.25 g <br />206.63 g <br />395.62 g <br />120.1 pcf 10/1/2019 13:35 0 0 <br />109.6 pcf 10/1/2019 13:45 10 0.0000 <br />2.68 - <br />49.1 %10/2/2019 13:35 1440 0.0349 <br />Wt. of water <br />Wt. of container <br />Low <br />Dh, Expansion <br />0 <br />0 <br />Moisture Content <br />Final Specimen Info <br />Wt. of wet soil + cont. <br />Wt. of dry soil + cont. <br />Wt. of container <br />EXPANSION INDEX <br />ASTM D4829 <br />9/24/2019 <br />Wt. of wet soil + cont. <br />Initial Specimen Info <br />Wt. of water <br />Wt. of ring <br />Wt. of wet soil + ring <br />Wt. of wet soil <br />Wt. of dry soil + cont. <br />Wet density of soil <br />Wt. of dry soil <br />Expansion Index = <br />Dial <br />Reading <br />Saturation <br />Moisture Content <br />Add Distilled Water to Sample <br />Date & Time <br />Elapsed <br />Time <br />(min) <br />0.0349 <br />35 <br />Specific gravity of soil <br />Dry density of soil <br />Wt. of dry soil <br />89 of 100 <br />1327 S Grand Ave <br />12/12/2024