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I <br /> Cobalt 1110 Sieve Analysis Data Sheet <br /> I <br /> �,�.,,,�.;�„«� ASTM D422-63(2007) <br /> Project Name: Sonrise Tested By: PH Date: 1/23/2018 <br /> Location: 11625 Airport Road Checked By: SC Date: 1/25/2018 <br /> IBoring No: TP-2 Test Number: 1 <br /> Sample Depth: 3' Gnd Elev.: <br /> 1 USCS Soil Classification: SM <br /> AASHTO Soil Classification: <br /> IWeight of Container(g): 10.0 Weight of Container&Soil (g): 74.8 <br /> Weight of Dry Sample (g): 58.4 <br /> I <br /> Sieve Number Diameter Mass of Sieve Mass of Sieve Soil Retained Soil Retained Soil Passing <br /> (mm) (9) & Soil (g) (9) (%) (%) <br /> I #4 4.75 10 16.12 6.1 10.5 89.5 <br /> #10 2.00 10 14.1 4.1 7.0 82.5 <br /> I #20 0.85 10 13.83 3.8 6.6 75.9 <br /> #40 0.43 10 16.22 6.2 10.7 65.3 <br /> #60 0.25 10 22.3 12.3 21.1 44.2 <br /> I #200 0.075 10 22.53 12.5 21.5 22.8 <br /> Pan 10 23.25 13.3 22.7 0.0 <br /> TOTAL: 58.35 i 99.9 <br /> I I I GRAVEL <br /> 100 #4 Coarse #10 <br /> I SAND I Medium <br /> SAND #40 #200 SILT/CLAY <br /> 90 L_ <br /> II <br /> 80 = -t <br /> a3i 70 _ - <br /> .y 60 <br /> tocc <br /> I I <br /> 30 <br /> 20 hiI <br /> , <br /> I <br /> Q T- i i i <br /> 10.00 1.00 0.10 0.01 <br /> IParticle Diameter (mm) <br /> Grain Size Distribution Curve Results: <br /> I % Gravel: 10.5 Duo: Cu: <br /> 66.7 D30: Cc: <br /> % Fines: 22.8 D60: <br /> 15% moisture <br /> IPO Box 82243, Kenmore WA 98028 cobaltgeo@gmail.com (206) 331-1097 <br />