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Particle Size Distribution Report <br /> C C CV O N l`0 V 0 0 N <br /> 100, • I I <br /> I I • <br /> I I 1 <br /> 90 I I <br /> I I <br /> • <br /> 80 I <br /> 70 <br /> S <br /> w <br /> Z 60 <br /> w <br /> z 50 <br /> w • <br /> U <br /> c[ 40 <br /> w <br /> 0 <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 /> — -- <br /> Coarse Fine Silt Clay <br /> 0.0 2.3 8.3 43.0 46.4 <br /> TEST RESULTS(AASHTO T 27) Material Description <br /> Opening Percent Spec.* Pass? Clay with sand <br /> Size Finer (Percent) (X=Fail) <br /> 1/2 100.0 <br /> 3/8 99.5 Atterberg Limits(ASTM D 4318) <br /> #4 99.0 PL= LL= PI= <br /> #8 98.0 <br /> #16 96.5 Classification <br /> #30 93.7 USCS(D 2487)= AASHTO(M 145)= <br /> #50 85.1 Coefficients <br /> #100 66.3 D90= 0.4454 085= 0.2990 D60= 0.1203 <br /> #200 46.4 D50= 0.0850 030= D15= <br /> D10= Cu= Cc= <br /> Remarks <br /> Date Received: Date Tested: 12/03/17 <br /> Tested By: KG <br /> Checked By: KG <br /> Title: <br /> (no specification provided) <br /> Source of Sample: SS-1 Depth: 1 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 />