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100 <br />90 <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />% +3" <br />0.0 <br />100 <br />Select Structural Fill <br />Particle Size Distribution Report <br />N <br />10 <br />% Gravel <br />Coarse Fine <br />{ <br />14.2 35.8 <br />Location: N 52070.1 E 38833.9 <br />Sample Number: SSF -1 -R Depth: 5828' <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />a <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC. PASS? <br />PERCENT (X =NO) <br />3.0" <br />2.0" <br />1.5" <br />1.0" <br />.75" <br />.375" <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />99.2 <br />95.8 <br />91.9 <br />85.8 <br />73.8 <br />61.7 <br />50.0 <br />43.2 <br />36.5 <br />31.2 <br />29.1 <br />23.9 <br />20.0 <br />100.0 - 100.0 <br />N o o <br />GRAIN SIZE - mm <br />% Sand <br />Coarse Medium <br />6.8 12.0 <br />Client: <br />Project: <br />Project No: <br />Tested By: BM - Checked By: JDH <br />J <br />Fine <br />0 <br />o I I <br />11.2 <br />ik # <br />001 <br />20.0 <br />- Select Structural Fill <br />% Fines <br />Silt Clay <br />Date: 7/11/2012 <br />0.001 <br />Material Description <br />Light Brown silty gravel with sand <br />PL= NP <br />D90= 22.8504 <br />D50= 4.7629 <br />D10 <br />USCS= GM <br />Natural Moisture = <br />Atterberg Limits <br />LL= NP <br />PI= NP <br />Coefficients <br />D85= 18.4056 <br />D30= 0.3474 <br />C <br />Classification <br />AASHTO= A -1 -b <br />Remarks <br />3.5 % <br />D60= 9.0857 <br />D <br />C <br />Figure SSF -1 -R <br />