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Freeport NIP(1)-LR 850808 (5)
Maxim Engineers Inc, 2342 Faben~ Cx~suita~:s (214'~247 ZS?, Concrete' Oylindor lest ~ ~e 08/08/8 5 · o L.H. Lacy Company ~ F~eepo~[ No~h - Coppe~l, Texas ~ L.H. Lacy Company ~ao~m~ L.H. Lacy Company - ~-s~e plan[ ~o~ Paving, F~eepor[ Road, s[a[~on 16+00 Materials Source/ SSD Batch Wts. Other Data Cement Time Batched: Fly Ash Time Sampled: 4 .' 00 Coarse Aggregate Ticket No.: Intem~diate Aggregate Temperature: Ambiertt 99e Concrete 85° Fine Aggregate Weather Conditions: Sunny Admixtures: 1. 2. Added Water 0 gal 1 on$ Entrained Air Content 5 % Specimen Age Slump Total Load CompreSSive Strength Strength Required Number (Days) Date Tested In. Lbs. P.S.I. P.S.l./days FPN 49 ? 08/08/85 2 88900 3145 3000/28 50 28 (08/29/85) 51 28 ( 08/29/85 ) Curing ASTM C-31 Test Method Fracture: Regular (UNO) Cylinders Made By: ASTM C-39 S .K. Remarks andor Distribution ART 12000-410199 L. H. Lacy Company - Neva Ransom (2) City of Coppell / Maxim Eng,~e_?z~_lnc Reviewed by: ¢~ , /..