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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 />Sample Description:Brown, Sandy Lean Clay (CL) <br />Dry Weight (g)4459.3 <br />mm g %%% <br />3" 76.2 0.00 0.0 100.0 - <br />1.5" 38.1 0.00 0.0 100.0 - <br />1"25.4 0.00 0.0 100.0 - <br /> 3/4 "19.1 20.95 0.5 99.5 - <br />1/2 "12.5 44.43 1.0 98.5 - <br /> 3/8 "9.5 37.34 0.8 97.7 - <br /># 4 4.75 139.42 3.1 94.6 - <br />Dry Weight (g)390.3 <br /># 10 2.00 8.61 2.2 92.5 - <br /># 20 0.85 11.74 3.0 89.6 - <br /># 40 0.425 19.82 5.1 84.8 - <br /># 60 0.250 28.42 7.3 77.9 - <br /># 100 0.150 44.44 11.4 67.2 - <br /># 140 0.105 34.35 8.8 58.9 - <br /># 200 0.075 29.14 7.5 51.8 - <br />213.76 54.8 51.80 - <br />D10 -% Gravel % Sand % Fines <br />D30 -5.4 42.8 51.8 <br />D60 - <br />Cu - <br />Cc - <br />(Accumulative) <br />% Passing <br />Project <br />Specification <br />ASTM D6913 <br />Soil % passing 200 sieve (%) <br />Brown, Sandy Lean Clay (CL) <br />Particle-Size Analysis Sample Description / USCS Classification <br /> PARTICLE-SIZE ANALYSIS OF SOILS <br />Sieve Size Aperture Weight <br />Retained % Retained <br /> GRAVEL GRAVEL <br />0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />0.001 0.01 0.1 1 10 100 <br />Pe <br />r <br />c <br />e <br />n <br />t <br /> <br />P <br />a <br />s <br />s <br />i <br />n <br />g <br /> <br />( <br />% <br />) <br /> <br />Grain size (mm) <br />3" 1.5" 3/4" 3/8" 4 10 20 40 60 100 200 2μ 1" 1/2" 140 <br />84 of 100 <br />1327 S Grand Ave <br />12/12/2024