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Particle Size Distribution Report <br /> 0 0 o <br /> C C N Cs V co N <br /> # # s # # # <br /> 100, • • • <br /> • <br /> 90 <br /> I 1 <br /> 1 I I • I I I <br /> I I I I I I <br /> 80 <br /> 70 <br /> W <br /> Z 601 <br /> LL <br /> Z 50 <br /> U <br /> CC 40 <br /> d <br /> 30 <br /> 20 <br /> 10 <br /> 0.J <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 /> 8.6 38.4 50.5 <br /> TEST RESULTS(AASHTO T 27) Material Description <br /> Opening Percent I Spec.' I Pass? Clay with sand <br /> Size Finer (Percent) (X=Fail) <br /> 3/8 99.5 <br /> #4 98.7 Atterberg Limits(ASTM D 4318) <br /> #8 98.0 PL= LL= PI= <br /> #16 96.0 <br /> #30 92.4 Classification <br /> #50 85.4 USCS(D 2487)= AASHTO(M 145)= <br /> #100 69.7 Coefficients <br /> #200 50.5 D90= 0.4740 D85= 0.2943 D60= 0.1056 <br /> O 50= DS0= D15= <br /> O 10= 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-2 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 />