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Freeport NIP(1)-LR 850808
Maxim Engineers Inc. 2,342 F:ab:,~s Geotcchnical PO BcxS~.992 Materials 'T'e,~1,r,~5 Daqas, Texas Cons,./,tarqs (2! 4! 247 757(~ Concrete Cylinder Test Repo ~Da~ 08/08/85 ~p~ Date 07/31/85 To L.H. Lac~ Compan~ ~ Freeport North - Coppe~, Texas ~r~m L.H. Lac~ Compan~ ~e~m~r~P~ L.H. Lac~ Company - ~-site plant M~x~. ~tionofPla~nt Paving, Freeport Road, station 5+50 Materials Source/ SSD Batch Wts. Description (Lbs./Cu./Yd.) OtherData Cement Time Batched: Fly Ash Time Sampled: 2: 55 p.m. Coarse Aggregate Ticket No.: Intermediate Aggregate Temperature: Ambient 88* Concrete 79° Fine Aggregate Weather Conditions: $ U n ny Admixtures: 1. 2. Added Water Entrained Air Content 0 gallons 5 1/2 % Specimen Age Slump Total Load Compressive Strength Strength Required Number (Days) Date Tested In. Lbs. P.S.I. P.S.l./days FPN 34 7 08/07/85 2 1/2 9880o 3495 3000/28 35 28 (08/28/85) 36 28 ( 08/28/85 )' Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By: ASTM C-39 $ .K. Remarks and/or Distribution ART 12000-410199 L. H. Lacy Company- Neva Ransom (2) City of Coppell Max,m En.qlneers, Inc.