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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-1 Date:09/24/19 <br />Sample No.:- <br />Depth (ft):1-5 <br />Sample Description:Brown, Silty Sand (SM) <br />Dry Weight (g)2970.1 <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 36.39 1.2 98.8 - <br />1/2 "12.5 16.10 0.5 98.2 - <br /> 3/8 "9.5 16.63 0.6 97.7 - <br /># 4 4.75 42.69 1.4 96.2 - <br />Dry Weight (g)404.9 <br /># 10 2.00 6.76 1.7 94.6 - <br /># 20 0.85 5.97 1.5 93.2 - <br /># 40 0.425 9.90 2.4 90.9 - <br /># 60 0.250 25.08 6.2 84.9 - <br /># 100 0.150 83.04 20.5 65.2 - <br /># 140 0.105 60.12 14.8 50.9 - <br /># 200 0.075 50.70 12.5 38.8 - <br />163.37 40.3 38.83 - <br />D10 -% Gravel % Sand % Fines <br />D30 -3.8 57.4 38.8 <br />D60 - <br />Cu - <br />Cc - <br />(Accumulative) <br />% Passing <br />Project <br />Specification <br />ASTM D6913 <br />Soil % passing 200 sieve (%) <br />Brown, Silty Sand (SM) <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 />83 of 100 <br />1327 S Grand Ave <br />12/12/2024