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Particle Size Distribution Report <br /> • <br /> C C <br /> C C C V o' ., V (oO CI - N <br /> = a e e' - # # # # # # # # <br /> 100' <br /> • <br /> I I I <br /> 90 <br /> • <br /> I <br /> I I I I <br /> 80 . <br /> 70 • <br /> w <br /> z 60 <br /> •w <br /> z `0 <br /> w <br /> U <br /> 0 40 <br /> w <br /> cL <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 7.8 17.8 40.9 33.5 <br /> TEST RESULTS(AASHTO T 27) Material Description <br /> Opening Percent Spec.* I Pass? Clay with Sand <br /> Size Finer (Percent) (X=Fail) <br /> 3/8 100.0 <br /> #4 99.8 Atterberg Limits(ASTM D 4318) <br /> #8 94.0 PL= LL= PI= <br /> #16 86.4 <br /> #30 78.7 Classification <br /> #50 70.2 USCS(D 2487)= AASHTO(M 145)= <br /> #100 53.0 Coefficients <br /> #200 33.5 090= 1.6376 D85= 1.0405 D60= 0.1987 <br /> D50= 0.1347 D30= D15= <br /> 010= Cu= Cc= <br /> Remarks <br /> Date Received: Date Tested: 12/07/2017 <br /> Tested By: KG <br /> Checked By: <br /> Title: <br /> * (no specification provided) <br /> Source of Sample: SS-10 Depth: 1 Date Sampled: <br /> Sample Number: 1 <br /> Client: Telesto Solutions <br /> ENIGNEERING ANALYTICS, INC. Project: Loveland Ready Mix-LaPorte Site <br /> Proiect No: 110782T Figure <br />