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Particle Size Distribution Report <br /> r- C C rt Nk <br /> 100 <br /> 90 <br /> 80 <br /> 70 <br /> z 60 <br /> z 50 <br /> CC 40 <br /> a <br /> 30 <br /> 20 <br /> 10 <br /> 0 <br /> 10 1 0.1 0.01 0.001 0.0001 <br /> GRAIN SIZE-mm. <br /> x+� %Gravel %Sand %Fines <br /> Coarse Fine Silt Clay <br /> 0.0, 1.1 3.4 35.1 60.4 <br /> TEST RESULTS(AASHTO T 27) Material Description <br /> Opening Percent Spec.* Pass? Clay with Sand <br /> Size Finer (Percent) (X=Fail) <br /> 3/8 100.0 <br /> #4 99.6 Atterberg Limits(ASTM D 4318) <br /> #8 99.1 PL= LL= PI= <br /> #16 98.3 <br /> #30 97.1 Classification <br /> #50 93.9 USCS(D 2487)= AASHTO(M 145)= <br /> #100 80.1 Coefficients <br /> #200 60.4 D90= 0.2464 D85= 0.1916 D60= <br /> D50= D30= D15= <br /> D10= CU= Cc-- <br /> Remarks <br /> c=Remarks <br /> Date Received: Date Tested: 12/06/2017 <br /> Tested By: KG <br /> Checked By: KG <br /> Title: <br /> * (no specification provided) <br /> Source of Sample:SS-9 Depth: I Date Sampled: <br /> Sample Number: 1 <br /> Client: Telesto Solutions <br /> ENIGNEERING ANALYTICS, INC. Project: Loveland Ready Mix-LaPorte Site <br /> Project No: 110782T Figure <br />