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Transit Mix Concrete Co. <br />ENTECH LABORATORY TEST 1JW NO <br />770502 <br />ENGINEERING, INC. RESULTS Firma <br />17 <br />CLQ <br />TRANSIT MIX <br />WNIF EQ CLASSIFICATION SM TEST BY BL <br />PROJECT <br />DANIELS PIT <br />AASHTO CLASSIFICATION J09 bQ, 170582 <br />LOCATION <br />STA &00. 02 <br />R&TE 05115/17 <br />Sieve Analysis <br />Grain Size Distribution <br />100% <br />90% <br />e0% <br />g 70% <br />W <br />50%- <br />40% <br />0. 30% <br />10%,- <br />0% <br />100 <br />10 <br />1 0.1 0101 <br />Grain alas (mm) <br />U.S. <br />Pen:ent <br />Atterberg <br />Sieve N <br />Finer <br />Limil s <br />3. <br />Plastic Limit NP <br />1 112' <br />Liquid Limit NV <br />W' <br />Plastic Index NP <br />112" <br />318" <br />4 <br />100.0% <br />Swell <br />10 <br />97.7% <br />Moisture at start <br />20 <br />90.1% <br />Moisture at finish <br />40 <br />793% <br />Moisture increase <br />100 <br />53.7% <br />Initial dry dens ily (PcI) <br />200 <br />33.13% <br />Swell (Psf) <br />ENTECH LABORATORY TEST 1JW NO <br />770502 <br />ENGINEERING, INC. RESULTS Firma <br />17 <br />