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Particle Size Distribution Report <br /> C C .5 R N C V 00 C .(1. <br /> 0 <br /> 100 <br /> e- n I . 8 •iL it it it it it it it <br /> • <br /> • <br /> 90 • <br /> 80 • <br /> 70 <br /> w <br /> Z_ 60 <br /> LL. <br /> Z 50 <br /> w <br /> U <br /> 0_ 40 <br /> Lu <br /> 0_ <br /> 30+ <br /> 20 • <br /> 10 <br /> 0.I <br /> 10 1 0.1 0.01 0.001 0.0001 <br /> GRAIN SIZE-mm. <br /> x.r %Gravel %Sand %Fines - — <br /> Coarse Fine Silt Clay _ <br /> 0.0 1.4 6.7 28.0 63.9 <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 /> #4 100.0 Atterberg Limits(ASTM D 4318) <br /> #8 99.1 PL= LL= PI= <br /> #16 97.3 <br /> #30 94.4 Classification <br /> #50 89.3 USCS(D 2487)= AASHTO(M 145)= <br /> #100 78.2 Coefficients <br /> #200 63.9 D90= 0.3304 D85= 0.2294 D60= <br /> D50= D30= D15= <br /> D10= Cu= C = <br /> Remarks <br /> Date Received: Date Tested: 12'05 2017 <br /> Tested By: KG <br /> Checked By: KG <br /> Title: <br /> * (no specification provided) <br /> Source of Sample: SS-5 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 />