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Freeport NIP(3-LR 950725 (2) 5 Cra f tmade Piers- A.5-3.7, B-2, B-3, C-2, C-3 reed engineering CONCRETE COMPRESSION TEST REPOFn' 2317.2 JO~ HO.: ~..~a,0~,: Gromatzky Dupree and Associates GEOTECHNICAL CONSULTANTS McFadden & Miller, Inc. M.E.P.C. American Properties M'C-(:~FICAI'ION: QUANTITY REPRESEHTED: SAMPLED BY: 08/22/95 08/01/95 DATE: O~DER NUMBER: 07/25/95 3000 PSI 10/28.5 yds F. Pitts Client (e x 12 WCH) NOMWAL CYtJNDER 81ZE: AREA-2~20 SO. IN. LABOP.~TORY NUMBEFI ~ELD NUMBE,: CMO 72501 82,000 7 AGE WHEN TE~TED, DAYS: 2900 COMPRE~.qlVE STRENGTH, PSi: AVERAQE STRENGTH, P~i: CM072502 80,500 7 2850 2880 BREAK: OONIOAL N.N.O.) ~,~RK~: Does comply with Specification CM072503 107,000 28 3780 CM072504 107,200 28 3790 3790 UETHOO OF CURING: FIELD TEMPERATURE: AMBIENT 8 6 'F TWE O~ SMm. E: 09:45 ~. ~ ~OONO,ETE: TXI I DAYS, LABORAT~YFFIOM 07/26/95 AIR CONTENT Mn( oooE: 5 "~ 90 'F. ~W~m~D SY Reed 8LUMP 5.00 PtOK.UP CHAROE: T~KET .O.: 424827 UNIT WEIGHT PCF YIELD CF/CY McFadden & Miller, Inc./Mr. Jon Jacobson McCra~ mm~mo.: (1) M.E.P.C. American Properties/Mr. Rob (1) Gromatzky Dupree.and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstrums~.ED TEST METHOOS: ASTM C 31. C 30. C 14~ C 173, C t92. C 231. OR C 10~4 1 i 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019