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Freeport NIP(1)-LR 850816 (2)
Maxim Engineers Inc, 2342 F~bens m lal ~mm Ge,gtechnical PO B~ ~; R9~C'2 Materals ~estnn Dalas-~exas /~)2;~s Con-,ufiarts ','2!4}247 z57{, Concrete Cylinder Test Repo ~" Dat. 08/16/85 s~ D~, 08/08/85 S~ 6" ~ ~ ~ ~.27 ~uam i~es TO L.H. Lacy. Company p~ Freeport North - Coppe]], Texas ~a~ L.H. Lacy Company ~-.~,~p~ L.H. Lacy Company - ~-site plant ~.No. ~~ Royal Lane, intersection, crossover, at station 29+50 Materials Source/ SSD Batch Wts. (u..,cu.,d., Other Data Cement Time Fly Ash Time Samp4ed: 8: 00 Intermediate Aggregate T~: ~ 78' co,,o,.. 84' -Fmc Aggregae Weath~ C, ondmons: C 1 e ar ~. AEA 2. Added Water Entrained Air Content 0 gallons 5.75% Specimen Age Slump Total Load Compressive Strength Strength Required Number (Days) Date Tested In. Lbs. P.S.I. P.S.I./days FPN 67 7 08/15/85 4 1/2 86700 3067 3000/28 68 28 (09/05/85) 69 28 ( 09/05/85 ) Curing ASTM C-31 Test Method Fracture: Regular (UNO) Gylinde~ Made By: ASTM C-39 M.Y. & B.A. Remarks and/or Distribution ART 12000-410199 L. H. Lacy Company -Neva Ransom (2) City of Coppell Maxim Er~ineers, Inc. Revi~'#cd by: ~.