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SIEVE <br />SIZE <br />PERCENT <br />PASSING <br />SPEC. <br />LIMITS <br />3" <br />— <br />— <br />2 1/2" <br />— <br />1 I 1 <br />2" <br />100 <br />100 <br />I L , , <br />100 <br />— <br />1" <br />9 <br />f-1 <br />i <br />3/4" <br />3 <br />• <br />I r f <br />2 <br />— <br />1/2" <br />2 <br />— <br />3/8" <br />2 <br />— <br />1/4" <br />. L_ L. <br />— <br />i <br />1 <br />< 5 <br />€ <br />I i 1 <br />i..._1. 1.-__ <br />— <br />N0. 10 <br />— <br />— <br />N0. 16 <br />1 <br />' i , <br />N0. 30 <br />1 <br />[ <br />, I <br />— <br />— <br />N0. 50 <br />- ! L <br />1 <br />N0. 80 <br />— <br />— <br />N0. 100 <br />, <br />;, 1 <br />— <br />- <br />0.9 <br />r <br />+ € <br />,1 1 ' I <br />i 1 , -- r <br />t <br />r 1 <br />I <br />yf <br />! i <br />E I J- <br />r--� -t- <br />t- - -4-- <br />_ -- l +� <br />- -� -Tt <br />SIEVE <br />SIZE <br />PERCENT <br />PASSING <br />SPEC. <br />LIMITS <br />3" <br />— <br />— <br />2 1/2" <br />— <br />— <br />2" <br />100 <br />100 <br />1 1/2" <br />100 <br />— <br />1" <br />9 <br />— <br />3/4" <br />3 <br />— <br />5/8" <br />2 <br />— <br />1/2" <br />2 <br />— <br />3/8" <br />2 <br />— <br />1/4" <br />— <br />— <br />N0. 4 <br />1 <br />< 5 <br />N0. 8 <br />1 <br />— <br />N0. 10 <br />— <br />— <br />N0. 16 <br />1 <br />— <br />N0. 30 <br />1 <br />— <br />N0. 40 <br />— <br />— <br />N0. 50 <br />1 <br />— <br />N0. 80 <br />— <br />— <br />N0. 100 <br />1 <br />— <br />NO. 200 <br />0.9 <br />< 3 <br />LL <br />PI <br />PL <br />AASHTO T89 <br />AASHTO T90 <br />Fine <br />I Medium I Coarse <br />Fine I Coarse <br />s,titwrt <br />'Dads <br />CLAY (Plastic) to SILT (Non — Plastic) <br />U.S. Standard Sieves Sieve Openings in Inches <br />SAND <br />GRAVEL <br />COBBLES TO <br />BOULDERS <br />Fine <br />I Medium I Coarse <br />Fine I Coarse <br />Size of Particles in Millimeters <br />U.S. Standard Sieves Sieve Openings in Inches <br />HYDROMETER ANALYSIS (T88) <br />SIEVE ANALYSIS (T11 /T27) <br />SAMPLE NO. <br />SOURCE <br />1G <br />Western Gravel Pit <br />90 <br />80 <br />a 70 <br />60 <br />W 50 <br />Qi <br />40 <br />30 <br />20 <br />10 <br />0 <br />Cul <br />§ <br />0 <br />JOB NAME & LOCATION <br />Western Gravel E &P <br />Disposal Facility <br />o - o X c� w <br />cct <br />--, <br />ti <br />Material Description <br />1 1/2 Leachate Gravel <br />x <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />* = OUT OF SPECIFICATION <br />GRADATION ANALYSIS <br />Job No. <br />10 -8718 <br />Date: <br />12/16/2010 <br />Technician: <br />JJ <br />MATERIAL SORT BY WEIGHT <br />FINES 1 % <br />SANDS 0 % <br />GRAVELS 99 % <br />COBBLES 0 9 <br />BOULDERS <br />Prm1Y/n[.mNTITI rmm Im,ar,R,n <br />Geolechnical / Environmental Enpme.nng • Meledel. T <br />(970 (879-7888 Fax (970(879-7891 <br />2580 Copper Ridge Dm,o <br />Steamboat Sponge, Colorado 80487 <br />