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r <br />Transit Mix Concrete Co. <br />ENTECH LABORATORY TEST ,im No <br />ENGINEERING, INC. RESULTS noNO <br />5DSELKTONDRIVE DRAWN DATE: CWCNED DATE <br />COLORADO SPRINGS, COLORADO 8M? <br />W <br />CLIENT <br />TRANSIT MIX <br />UNIFIED CLASSIFICATION SM TEST BY BL <br />PROJECT, <br />DANIELS PIT <br />AASHTO CLASSIFICA_ T_ �ON JOB NO. 170582 <br />L ATI N <br />STA 3+75Q <br />AE 05131117 <br />Sieve Analysis <br />Grain Size 131stribution <br />1100% <br />soy: <br />1111 <br />F <br />60% <br />701 <br />60% <br />�50% <br />40% <br />Al <br />a 30% <br />2D% <br />9 P21 PO <br />to% <br />0% <br />100 <br />10 <br />1 01 0,01 <br />tirnln aisa (mml <br />U.S. <br />Percent <br />Atterberg <br />Sieve a <br />in r <br />LLTkk <br />3' <br />Plastic Limit NP <br />l 112" <br />Liquid Limit NV <br />314' <br />Plastic Index NP <br />112 <br />31B <br />4 <br />100 091 <br />Swell <br />10 <br />989% <br />Moisture at start <br />20 <br />91 096 <br />Moisture at finish <br />40 <br />742% <br />Moisture increase <br />100 <br />35 B% <br />initial dry density (pef) <br />200 <br />172% <br />Swell (psf) <br />ENTECH LABORATORY TEST ,im No <br />ENGINEERING, INC. RESULTS noNO <br />5DSELKTONDRIVE DRAWN DATE: CWCNED DATE <br />COLORADO SPRINGS, COLORADO 8M? <br />W <br />