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Particle Size Distribution Report <br /> C C C V 0 0 a 00 0O N <br /> r /'1 it It # It # it # it # <br /> 100 1 <br /> 1 I I <br /> 1 <br /> 90 <br /> 1 I I I 1 <br /> I I I I I <br /> I 1 I 1 I <br /> 80 <br /> I I <br /> 70 ' <br /> cC <br /> w <br /> Z 60 <br /> E: <br /> Z 50 <br /> w <br /> U <br /> rY 40 - ' <br /> w <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 /> %.3-1 %Gravel %Sand %Fines <br /> Coarse I Fine Silt Clay <br /> 0.0 3.0 4.9 1 23.0 69.1 <br /> TEST RESULTS(AASHTO T 27) Material Description <br /> Opening ; Percent Spec.* I Pass? <br /> Size Finer (Percent) (X=Fail) <br /> 1/2 100.0 <br /> 3/8 98.9 I Atterberg Limits(ASTM D 4318) <br /> #4 97.9 PL= LL= PI= <br /> #8 97.3 <br /> #16 96.2 Classification <br /> #30 94.1 USCS(D 2487)= AASHTO(M 145)= <br /> #50 90.0 Coefficients <br /> #100 80.6 D90= 0.3001 D85= 0.2079 D60= <br /> #200 69.1 D50= D30= D15= <br /> D10= Cu= Cc= <br /> Remarks <br /> Date Received: Date Tested: 12,052017 <br /> Tested By: KG <br /> Checked By: KG <br /> Title: <br /> * (no specification provided) <br /> Source of Sample: SS-7 Depth: 1 Date Sampled: Silty Sand <br /> Sample Number: 1 <br /> Client: Telesto Solutions <br /> ENIGNEERING ANALYTICS, INC. Project: Loveland Ready Mix-LaPorte Site <br /> Project No: 110782T Figure <br />