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Particle Size Distribution Report <br /> C 0 <br /> C C C0 <br /> V F N t0'3 0 00 - - N <br /> Tr <br /> u u u u u u <br /> 100, <br /> 90 1 <br /> 80 <br /> 70 • • <br /> UJ <br /> Z 60 • • • <br /> Z 50 <br /> Lu <br /> CC 40 • <br /> UJ <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 /> %Sand %Fines <br /> *s °h Gravel Coarse _ Fine Silt Clay <br /> 0.0 0.9 4.5 25.5 69.1 <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 99.9 Atterberg Limits(ASTM D 4318) <br /> #8 99.3 PL= LL= P1= <br /> #16 98.2 <br /> #30 96.4 Classification <br /> #50 92.7 USCS(D 2487)= AASHTO(M 145)= <br /> #100 83.1 Coefficients <br /> #200 69.1 090= 0.2469 D85= 0.1723 D60= <br /> D50= D30= D15= <br /> D10= Cu= Cc= <br /> Remarks <br /> Date Received: Date Tested: 12/03/17 <br /> Tested By: KG <br /> Checked By: <br /> Title: <br /> (no specification provided) <br /> Source of Sample: SS-4 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 />