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r <br />� Transit Mix Concrete Co. <br />ENTECH LABORATORY TEST 1joa No <br />70582 <br />ENGINEERING, INC. RESULTS <br />no no <br />SNELOONORWE Vp^W 1777717--D4RXED DATE <br />COLORADO 5PRItM COLORADO 80907 <br />10 <br />TRANSIT MIX <br />L1NIF EO CLASSIFICATION Sc <br />TEST BY <br />BL <br />ICLIENT <br />PROJECT <br />DANIELS PIT <br />AASHTO CLASSIFICAT!QNN <br />J49.ND, <br />170592 <br />L9wAT1QJY <br />ON-SITE, 93 <br />GATE <br />05!22!17 <br />Sieve Analysis <br />Grain Size Distrlbution <br />100'n <br />909: <br />0 <br />00% <br />lox <br />60x <br />- <br />— <br />�4 <br />_2 <br />ai 30% <br />- <br />- <br />— <br />20X <br />- <br />10x <br />- <br />0% <br />100 <br />10 <br />1 0.1 <br />0.01 <br />Grain size (mm) <br />U.s, <br />Percent <br />Atterberg <br />Sieve # <br />Finer <br />Limi <br />3' <br />Plastic Limit <br />13 <br />1 1/2' <br />Liquid Lima <br />29 <br />3/4' <br />Plastic Index <br />16 <br />1/21 <br />1000% <br />U. <br />945% <br />4 <br />91.7% <br />Swell <br />10 <br />86.5% <br />Moisture at start <br />20 <br />79.4% <br />Moisture at finish <br />40 <br />69.4;<o <br />Moisture increase <br />100 <br />55.4% <br />Initial dry density (pct) <br />200 <br />433% <br />Swell (psn <br />ENTECH LABORATORY TEST 1joa No <br />70582 <br />ENGINEERING, INC. RESULTS <br />no no <br />SNELOONORWE Vp^W 1777717--D4RXED DATE <br />COLORADO 5PRItM COLORADO 80907 <br />10 <br />