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Soil Sample SC- ~c.4r[r~D__ <br />Project ~twfiK/YJiNt / /.TEL/NGJ~,rm~ <br />Sample Location?H -J ._._ <br />Test No. CMC ~'S/69 <br />Date 8/3/84 <br />Test by 7S <br />Il GRAVEL I SAND I SILT TO CLAY I <br />coarse Fine Co~Medium Fine Nonelastic to Plastic <br />• <br />100 <br />(s 90 <br />80 <br />>. 70 <br />a1 <br />a 60 <br />w 50 <br />40 <br />w <br />z 30 <br />w <br />Q' 20 <br />100 I ~ 0 I ` p~ame~er- (cc~n}1 I . O1 <br />1~2° ~4"~~~° #4 #i0 #20 #140 #100 #k200 - Sieve No. <br />Sample No. ~-/ z'~~ `SG~c B~Kar <br />Specific Gravity <br />Hoisture Content <br />Effective Size <br />Cu <br />Cc <br />Fineness Modulus <br />L.L. 27./ P.I. /3.7 ~, <br />BEARING psf <br />GRAIN SZZE AL~[ALYSIS <br />Sieve Size % <br />1 1/2" <br />1"_ <br />3/4 <br />1/2" /DO <br />3/8 " d0 7 <br />4- ei.s <br />10 79. 7 <br />20 69. / <br />40 G2.7 <br />100 48.5 <br />200 <br />0200 <br />0050 38.5 <br />25.7 <br />/ ~• ~O <br />Sulfates PPm <br />CONSTRUCTION MATERIALS CONSULTANTS, INC. <br />COLORADO: COIA RADO SPRINGS, PUEBLO <br />