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Freeport NIP(1)-LR 850806 (3)
Maxim Engineers Inc. Geoh,~;'-~n'ca PO B~x 599(',? ~,.,;,.-~t~)~,r~i ~ r,:~,~: '~r iar Texas '~ '" Concrete Cylinder Test Repo ~,. 08/06/85 ~p~ ~. 07/29/85 ~ 6" x 1Z' ~ea 28.27 ~uare i~ To L.H. Lacy Company ~ Freeport No~th - Coppell, Texas ~a:o~ L.H. Lacy Company ~e~ier~Pm~ L.H. Lacy Company- ~-~ite plant MixNo. ~tio,~Pl~ Royal Lane, station 24+00 Materials Source/ SSD Batch Wts. Description (Lbs./Cu./Yd.) OtherData Cement Time Batched: 11:25 a.m. Fly Ash Time Sampled: 11: 35 a.m. Coarse Aggregate Ticket No.: Intermediate Aggregate Temperature: Ambient 9 6° Concrete 9 2 ° Fine Aggregate Weather Conditions: S U ri ny Admixtures: 1. 2. Added Water Entrained Air Content 4.8 % Specimen Age Slump Total Load Compressive Strength Strength Required Number (Days) Date Tested In. Lbs. P.S.I. P.S.L/days FPN 7 7 08/05/85 I 1/4 105000 3714 3600/28 8 28 (08/26/85) 9 28 (08/26/85) Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By: ASTM C-39 M.E. Remarks and/or Distribution ART 12000-410199 L. H. Lacy Company - Neva Ransom (2) City of Coppell ,-__ .... Maxim En.qineers, nc Reviewed by: