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Particle Size Distribution <br />g a <br />% . m Y, N ik <br />spy <br />it i! <br />Report <br />pm app 1 <br />at <br />I, <br />PERCENT FINER <br />0 0 0 ` b ' 0 ` 8 0 0 CO CO 0 <br />C <br />1 <br />I <br />I <br />I <br />I <br />� 1 <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I I I <br />I I I <br />I 1 I <br />I I <br />I 1 <br />I I I <br />I <br />I <br />I <br />I <br />1 <br />I I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />• <br />I <br />I <br />100 10 1 <br />GRAIN <br />0 1 <br />SIZE - mm. <br />0.01 0.001 <br />% +3 „ <br />% Gravel <br />% Sand <br />% Fines <br />Coarse <br />Fine <br />Coarse <br />Medium <br />Fine <br />SIR I Clay <br />26.6 <br />43.6 <br />18.4 <br />1.5 <br />4.3 <br />4.7 <br />0.9 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC.' <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Brown poorly graded gravel <br />Atterberg Limits <br />24 <br />12 <br />8 <br />6 <br />3 <br />2 <br />1.5 <br />.75 <br />.5 <br />.375 <br />#4 <br />#10 <br />#20 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />88.0 <br />82.0 <br />77.0 <br />73.4 <br />59.2 <br />48.0 <br />29.8 <br />19 3 <br />13.2 <br />114 <br />9.9 <br />71 <br />56 <br />3.9 <br />2 1 <br />0.9 <br />PL= NP LL= NP PI= NP <br />Coefficients <br />D90= 347.7705 D85= 245.4762 D60= 51.7981 <br />D50= 40.2305 D30= 19.2225 D15= 10.5574 <br />010= 2.0826 C 24.87 C 3.43 <br />Classification <br />USCS= GP AASHTO= A -1 -a <br />Remarks <br />(no specification provided) <br />Location: N 55,240.6 E 36,330.2 <br />Sample Number: OVTF - - Depth: 9720' Date: 3/27/2012 <br />AMEC Earth <br />& Environmental, Inc. <br />Englewood, CO <br />Client: <br />Project: <br />Project No: Figure OVTF -1 -R <br />Tested By: BM /AR <br />Checked By: JDH <br />