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Freeport NIP(3)-LR 951023reed engineering REPORT NO.: PROJECT: LOCATION: 43 Craftmade Leave-out - 2'S, 220'W of NE building corner GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 10/23/95 4000 PSI 20/90 yds ARCH~CT~NGINEE.: Gromatzky Dupree and Associates SAMPLED BY: F. Palmer CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: 11/20/95 10 / 3 0 / 9 5ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN. LABORATORY NUMBER FIELD NUMBER: CMl 023 01 CM102302 108,200 28 3830 MAXIMUM LOAD. LBS: 81I 0 0 0 AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 7 2860 CM102303 111,000 28 3930 ~PE BR~K: CONICAL (U.N.O.) RS~.KS: Does not comply with specification 3880 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 6 3 *F MIX 81 TRANSPORTED BY 10 / 24 / 95 "F, AIR CONTENT %, Reed SLUMP 6 . 5 0 INCHES 11ME OF ~ddPLE: 08 : 20 8OURCE OF CONCRETE: TXI M,X CODE: 39 PICK-UP CHARGE: YI~ NO TICKET NO.: 477677 RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (1) M.E.P.C. American Properties/Mr. Rob Ahm~ DISTRIBU~ON: (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott Mc~ ~,~ (1) Eckland Consultants, Inc./Mr. Jerry Holstrumme~ (1) City of Coppell~Mr. Lee Stone (1) City of Coppell/Mr. Larrv Davis 1 OF 1 ~STMETHODS: ASTM C31, C~, C1~, C1~, C1~, C231, ORC1~ PAGE 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019