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Particle Size <br />. >E ii 17 N ' . 0 :C d3 <br />Distribution <br />ik <br />Report <br />8$S <br />U it W it A <br />100 <br />90 <br />80 <br />70 <br />cc <br />W 60 <br />z <br />V_ <br />Z 50 <br />U <br />W 40 <br />a <br />30 <br />20 <br />10 <br />0 <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />I 1 I <br />I <br />i <br />I <br />I <br />I <br />I <br />; <br />I <br />I <br />I <br />I <br />I <br />1 <br />1 <br />1 <br />I <br />1 1 <br />1 I I <br />I 1 I <br />I I I <br />I I r <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />1 1 <br />I I <br />1 I <br />I I <br />I <br />I <br />I <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />1 <br />I <br />I I <br />1 <br />1 <br />1 1 <br />1 <br />1 <br />1 <br />1 1 <br />1 <br />1 <br />1 <br />I 1 <br />1 1 1 <br />1 1 <br />1 1 I <br />I 1 I <br />I I I <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />I I <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />I I <br />1 I <br />■ <br />I <br />I <br />1 . <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 1 I <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 1 <br />1 I <br />1 I <br />1 I <br />I I <br />I <br />1 <br />1 <br />1 <br />I <br />1 <br />I <br />I <br />I <br />I <br />1 <br />1 <br />1 <br />I <br />1 1 <br />1 <br />I I <br />1 <br />1 <br />I <br />100 10 <br />GRAIN <br />1 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 />Sid I Clay <br />0.0 <br />10.8 <br />18.1 <br />21.3 <br />32.3 <br />13.4 <br />4.1 <br />SIEVE <br />SIZE <br />PERCENT <br />FINER <br />SPEC.* <br />PERCENT <br />PASS? <br />(X =NO) <br />Material Description <br />Visival - Well graded sand <br />Atterberg_Limits <br />1 -1/2" <br />1" <br />3/2" <br />1/2" <br />3/8" <br />#4 <br />#8 <br />#10 <br />#16 <br />#20 <br />#30 <br />#40 <br />#50 <br />#100 <br />#200 <br />100.0 <br />96.4 <br />89.2 <br />83.9 <br />79.7 <br />71.1 <br />54.6 <br />49.8 <br />35.5 <br />31.4 <br />23.3 <br />17.5 <br />11.2 <br />6.0 <br />4.1 <br />PL= LL= Pl= <br />Coefficients <br />D90= 19.7141 D85= 13.9901 D60= 2.8753 <br />050= 2.0143 Dgy= 0.7921 D15= 0.3696 <br />010= 0.2750 C 10.46 C 0.79 <br />Classification <br />USCS= SP AASHTO= <br />Remarks <br />(no specification provided) <br />Source of Sample: LH -1 Depth: 35' -36.6' <br />Sample Number: S -7 Date: 5/4/11 <br />LYMAN <br />HENN <br />E,«.n', :. <br />Client Transit Mix of pueblo <br />Project: Transit Mix of Pueblo East slope Stability <br />Project No: 111057 -000 Figure <br />• <br />• <br />• <br />Tested By: S. Bailey <br />Checked By: J. Martinez <br />