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Particle Size Distribution Report <br /> C 0 <br /> C0 C C V 0 N a <br /> V ih V t0 C r 0 <br /> ,�. \ Jx: j#� 5 it it it <br /> 1001 v • # <br /> a • • I I <br /> • I I <br /> 90 <br /> I I <br /> 80 <br /> 70 <br /> w <br /> z 60 <br /> LU <br /> z 50 <br /> w <br /> U <br /> G' 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 /> San_d %Fines _ <br /> x.r %Gravel Coarse Fine Silt Clay <br /> 0.0 1.1 4.0 18.9 76.0 <br /> TEST RESULTS(AASHTO T 27) Material Description <br /> Opening Percent Spec.* r 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 99.1 PL= LL= PI= <br /> #16 98.3 <br /> #30 96.5 Classification <br /> #50 93.3 USCS(D 2487)= AASHTO(M 145)= <br /> #100 86.2 Coefficients <br /> #200 76.0 D90= 0.2176 D85= 0.1384 D60= <br /> D50= D30= D15= <br /> D10= Cu= Cc-- <br /> Remarks <br /> c=Remarks <br /> Date Received: Date Tested: 1205;'17 <br /> Tested By: KG <br /> Checked By: KG <br /> Title: <br /> * (no specification provided) <br /> Source of Sample: SS-6 Depth: 1 Date Sampled: <br /> Sample Number: I _ <br /> 1 Client: Telesto Solutions <br /> ENIGNEERING ANALYTICS, INC. Project: Loveland Ready Mix-LaPorte Site <br /> Project No: 110782T Figure <br />