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Particle Size Distribution Report <br /> C C N c0'f ? ((Opp O V N <br /> 1001 <br /> I I I I I <br /> I I I I <br /> I I I I <br /> 90 <br /> I I I I <br /> I I I 1 <br /> I I I I <br /> 80 <br /> 70 <br /> W <br /> Z 601 <br /> Z 50 <br /> U <br /> CC 40 <br /> d <br /> 30 <br /> 20 <br /> 10 <br /> 0 <br /> 10 1 0.1 0.01 0.001 0.0001 <br /> GRAIN SIZE-mm. <br /> %•�' %Gravel Sand %Fines <br /> Coarse Fine Silt Clay <br /> 0.0 1.1 4.8 I 29.3 64.8 <br /> TEST RESULTS(AASHTO T 27) Material Description <br /> Opening Percent Spec.* Pass? Clay with sand <br /> Size Finer (Percent) I (X=Fail) <br /> #4 100.0 <br /> #8 99.2 Atterberg Limits(ASTM D 4318) <br /> #16 98.1 PL= LL= PI= <br /> #30 96.2 <br /> #50 92.0 Classification <br /> #100 80.7 USCS(D 2487)= AASHTO(M 145)= <br /> #200 64.8 Coefficients <br /> D90= 0.2651 D85= 0.1954 D60= <br /> D50= D30= D15= <br /> D10= Cu= Cc= <br /> Remarks <br /> Date Received: Date Tested: 12/03/2017 <br /> Tested By: KG <br /> Checked By: <br /> Title: <br /> (no specification provided) <br /> Source of Sample: SS-3 Depth: 1 Date Sampled: <br /> Sample Number: I <br /> Client: Telesto Solutions <br /> ENIGNEERING ANALYTICS, INC. Project: Loveland Ready Mix-LaPorte Site <br /> Project No: 110782T Figure <br />