Laserfiche WebLink
Transit Mix Concrete Co. <br />F" Joe No- <br />ENTECH LABORATORY TEST 170582 <br />ENGINEERING, INC. RESULTS <br />Fe 10 <br />505ELKTOWaE DRAWN DATE CF.s-,D Yx... <br />iW <br />COLORADO BMWO& COLORA00 60907 <br />19 <br />CLIENT <br />TRANSIT MIA <br />UNIFIED CLASSIFICATION SM -SC <br />TEST Y <br />BL <br />PROJECT <br />DANIELS PIT <br />AAS14TO CLASSIFICATION <br />JOB NO, <br />170582 <br />QMON <br />N. TRENCH, #4 <br />DATE <br />05/24/17 <br />Sieve Analysis <br />Grain Size Distribution <br />100% <br />e0x <br />Box <br />�70%% <br />sox <br />m <br />a so% <br />e <br />4D7'. <br />IL 3a% <br />I <br />tax <br />i <br />47. <br />100 <br />10 <br />1 0.•. <br />QVI <br />Grain AM (mm) <br />U.S. <br />Percent <br />Atterharg <br />Sieve 0 <br />IIRe_I <br />UM43 <br />3' <br />Plastic Limit <br />19 <br />1 112' <br />Liquid Limit <br />25 <br />314` <br />104.091 <br />Plastic Index <br />6 <br />1/2' <br />92.2% <br />3/e' <br />89.0% <br />4 <br />79.2'x, <br />Swell <br />10 <br />66.2% <br />Moisture at start <br />20 <br />53.7% <br />Moisture at finish <br />40 <br />43.5% <br />Moisture increase <br />100 <br />28.2% <br />Initial dry density (pci i <br />200 <br />21.0% <br />Swell (psf) <br />F" Joe No- <br />ENTECH LABORATORY TEST 170582 <br />ENGINEERING, INC. RESULTS <br />Fe 10 <br />505ELKTOWaE DRAWN DATE CF.s-,D Yx... <br />iW <br />COLORADO BMWO& COLORA00 60907 <br />19 <br />