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100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />a a a <br />co <br />, <br />I <br />100 <br />Particle Size Distribution Report <br />10 <br />o o 0 <br />u W <br />1 <br />GRAIN SIZE - mm. <br />8 8 <br />u a c <br />0.1 <br />001 <br />Soil Liner Fill (A) <br />0.001 <br />% +3 „ % Gravel % Sand <br />Coarse Fine Coarse Medium Fine <br />0.0 9.6 20.8 ' 8.0 13.5 10.7 <br />% Fines <br />Silt Clay <br />37.4 <br />SIEVE PERCENT <br />SIZE FINER <br />2.0" 100.0 <br />1.5" 99.6 <br />1.0" 93.2 <br />.75" 90.4 <br />5" 82.9 <br />.375" 79.2 <br />#4 69.6 <br />#10 61.6 <br />#20 53.8 <br />#40 48.1 <br />#50 45.8 <br />#100 41.0 <br />#200 37.4 <br />Soil Liner Fill (A) <br />SPEC. PASS? <br />PERCENT (X =NO) <br />100.0 - 100.0 <br />15.0 - 65.0 <br />Location: N52065.5 E38847.8 <br />Sample Number: SLF -1 -R Depth: 9829' <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood CO <br />Client: <br />Project: <br />Project No: <br />Material Description <br />Brown clayey sand with gravel <br />PL= 16 <br />D90= 18.5525 <br />D50= 0.5487 <br />D10 <br />U SCS= SC <br />Natural Moisture = <br />Atterberg Limits <br />LL= 36 <br />P1= 20 <br />Coefficients <br />D85= 14.1937 <br />D30 <br />C <br />Classification <br />AASHTO= A -6(3) <br />Remarks <br />11.9% <br />D60= 1.6583 <br />D15 <br />C <br />Date: 8/24/2012 <br />Figure SLF -1 -R <br />Tested By: BM <br />Checked By: JDH <br />