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balt k <br /> Sieve Analysis Data Sheet <br /> -- i4: <br /> eosc G�os�en«5 ASTM D422-63(2007) <br /> Project Name: Seahurst Tested By: PH Date: 1/11/2018 <br /> Location: Everett, WA Checked By: SC Date: 1/11/2018 <br /> Boring No: TP-5 Test Number: 1 <br /> Sample Depth: 7' Gnd Elev.: <br /> USCS Soil Classification: SW-SM <br /> AASHTO Soil Classification: <br /> Weight of Container(g): 10.0 Weight of Container& Soil (g): 93 8 <br /> Weight of Dry Sample(g): 75.0 <br /> Sieve Number Diameter Mass of Sieve Mass of Sieve Soil Retained Soil Retained Soil Passing <br /> (mm) (g) & Soil (g) (g) (%) (%) <br /> #4 4.75 10 14.7 4.7 6.3 93.7 <br /> #10 2.00 10 29.83 19.8 26.5 67.3 <br /> #20 0.85 10 21 11.0 14.7 52.6 <br /> #40 0.43 10 22.75 12.8 17.0 35.6 <br /> #60 0.25 10 21.83 11.8 15.8 19.8 <br /> #200 0.075 10 18.92 8.9 11.9 7.9 <br /> - Pan 10 15.9 5.9 7.9 0.0 <br /> TOTAL: 74.93 99.9 <br /> GRAVEL #4 Coarse #10 Medium #40 Fine #200 SILT/CLAY <br /> 100 I SAND I SAND I AND <br /> 90 1 - I --_-- - <br /> 80 - <br /> 70 <br /> c - 1 <br /> 'N 60 - - <br /> n. 50 ---- - <br /> o <br /> 40 -- <br /> 1 <br /> 30 <br /> 20 10 =- <br /> 1 • <br /> 0 <br /> 10.00 1.00 0.10 0.01 <br /> Particle Diameter (mm) <br /> Grain Size Distribution Curve Results: <br /> % Gravel: 6.3 D10: Cu: <br /> % Sand: 85.8 D30: Cc: <br /> % Fines: 7.9 D60: <br /> PO Box 82243, Kenmore WA 98028 cobaltgeo@gmail.com (206) 331-1097 <br />