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r: <br />> Transit Mix Concrete Co. <br />ENTEGH LABORATORY TEST 170582 <br />ENGINEERING, INC. RESULTS FIG NO <br />505ELKTONORWE DRA— Or— DATECOLORADO SPRINGS, COLORADO MW <br />16 <br />CLIENT <br />TRANSIT MIX <br />UNIFIED CLASSIFICATION SM <br />TEST BBL <br />PR J CT <br />DANIELS PIT <br />AASFITO CLASSIFICATION <br />JOB NO, 170582 <br />LOCATION <br />ON-SITE, ai <br />PAN 05/15117 <br />Sieve Analysis <br />Grain Size Distribution <br />1ooY. <br />BQY� <br />4 <br />BOY. <br />Cc' 70% <br />40% <br />R <br />0 30% <br />209E <br />10% <br />D% <br />100 <br />10 <br />1 0.1 <br />0.01 <br />Grein size Imm) <br />U.S_ <br />Percent <br />Atterberg <br />Sieve f1 <br />Finer <br />Limits <br />3" <br />Plastic Limit <br />18 <br />1 112" <br />Liquid Urn't <br />19 <br />314" <br />Plastic Index <br />1 <br />112" <br />100.0'10 <br />316" <br />960% <br />4 <br />869% <br />Swell <br />10 <br />775% <br />Moisture at start <br />20 <br />610% <br />Molsture at finish <br />40 <br />457% <br />Moisture increase <br />100 <br />220% <br />Initial dry density (pcf) <br />200 <br />120% <br />Swell (gsf) <br />ENTEGH LABORATORY TEST 170582 <br />ENGINEERING, INC. RESULTS FIG NO <br />505ELKTONORWE DRA— Or— DATECOLORADO SPRINGS, COLORADO MW <br />16 <br />