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K Transit Mix Concrete Co. <br />ENTECH LABORATORY TEST 170582 <br />ENGINEERING, INC. RESULTS <br />Fla K7 <br />50EMON OHNE DPAWN DATE [aff¢Co 37E <br />COLORADO SMNM MORAOO 10907 <br />21 <br />CLIENT <br />TRANSIT MIX <br />UNIFIED CLASSIFICATION SM TEST BY SL <br />PROJECT <br />DANIELS PIT <br />AASHTO CLMSIFICATION JOB NO, 170582 <br />STA 3+00 <br />T 05/30/17 <br />Sieve Anatysis <br />Grain Size Distribution <br />t0D% <br />ea% <br />BOX <br />1 <br />$' 70% <br />80% <br />0. sm <br />,o% <br />930% <br />20% <br />10% <br />07. <br />100 <br />10 <br />1 0.1 C {Jl <br />G min size Cahn) <br />V.S. <br />Percent <br />Atlerberg <br />Sieve 0 <br />Elm <br />Lbil <br />3- <br />Plastic Limit NP <br />1 112' <br />Liquid Limes NV <br />314" <br />Plastic Index NP <br />112' <br />1002% <br />94.7% <br />4 <br />91.9% <br />Swell <br />10 <br />83.4% <br />Moisture at start <br />20 <br />72.3% <br />Moisture at finish <br />40 <br />58.0% <br />Moisture increase <br />100 <br />28.3% <br />Initial dry density (pcf) <br />200 <br />16.3% <br />Swell (PSI) <br />ENTECH LABORATORY TEST 170582 <br />ENGINEERING, INC. RESULTS <br />Fla K7 <br />50EMON OHNE DPAWN DATE [aff¢Co 37E <br />COLORADO SMNM MORAOO 10907 <br />21 <br />