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Particle Size Distribution Report ASTM D6913 <br /> 100 <br /> I I I I I I I I I I I I I <br /> ' 90 <br /> I I I I I I I I I I I I I I <br /> I I I I I I I I I I I I I I <br /> 80 <br /> I I I I I I I I I I I I I I <br /> 70 I I I I I I I I I <br /> I I I I I I <br /> ' Z so <br /> I I I I I I I I I I I I I <br /> Z 50 <br /> w I I I I I I I I I I I I <br /> W 40 I I I I I I I I I I I I I I <br /> I I I I I I I <br /> I I I I I I I I I I <br /> 30 <br /> I I I I I I I I I I I I I I <br /> I I I I I I I I I I I I I I <br /> ' 20 <br /> I I I I I I I I I I I I <br /> 10- <br /> 0 <br /> 100 10 1 0.1 0.01 0.001 <br /> GRAIN SIZE mm. <br /> %+3" %Gravel %Sand %Fines <br /> Coarse Fine Coarse Medium Fine Silt Clay <br /> 0.0 20.2 48.1 8.9 9.3 5.9 7.6 <br /> ' SIEVE PERCENT SPEC.' PASS? Soil Description <br /> SIZE FINER PERCENT (X=NO) poorly graded gravel with silt and sand <br /> 1.5 100.0 <br /> 1 97.1 <br /> .75 79.8 <br /> .5 58.1 Atterberg Limits <br /> PL= NP LL= NV PI= NP <br /> .375 47.8 <br /> #4 31.7 Coefficients <br /> #10 22.8 D90= 22.1846 D85= 20.5743 D60= 13.2653 <br /> #20 17.0 D50= 10.1964 D30= 4.2413 D15= 0.5855 <br /> #40 13.5 D10= 0.1803 Cu= 73.58 Cc= 7.52 <br /> ' #60 11.2 Classification <br /> #100 9.4 USCS= GP-GM AASHTO= A-1-a <br /> #200 7.6 <br /> Remarks <br /> (no specification provided) <br /> Sample No.: DCF#2 Source of Sample: Date: 7/17/18 <br /> Location: Panel PRC-18(Center), 140'W of EEOS Elev./Depth: <br /> Client: NewFields <br /> 1 Knight Piesold Project: CC&V VLF2 Recertification <br /> CONSULTING NF#475.0106.026 <br /> Project No: DV 108-00305-07 Figure <br /> Tested By: LEB Checked By: JDB <br />