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Freeport NIP(3)-LR 951120 (2)REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 dOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 52 Craftmade Sidewalk at front entrance 11/20/95 3000 PSI 10/20 yds ~CH~CT~NGINEER: Gromatzky Dupree and Associates S.AJdPLED BY: T. Belew oO~rRACTOR: REPORTED TO: McFadden & Miller, Inc. BVORDE. OF: Client M.E.P.C. American Properties DATE: ll/27/95OROERNUMSER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. RELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE S~RENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER CMll2001 CMl12002 81,900 79,500 7 7 2900 2810 2860 CMl12003 28 CMl12004 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 11ME OF SAMPLE: 0 8: 10 ~OURCE OF CONCRETE: TXI 1 6O 'F DAYS. LABORATORY FROM 11 / 21 / 95 TRANSPORTED BY M,X 89 'F. AIR CONTENT Reed SLUMP INCHES 4.50 NO AM~. PICK-UP CHARGE: MtX CODE: 9641 TICKET .O.: 495058 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRmUT,ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~ (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCra: (1) Eckland Consultants, Inc./Mr. Jerry Holstrums,o, (1) City of Coppell~Mr. Lee Stone (1) City of CoppellZMr L r v' TEST~T"O~: ArUM ~. ~B. C1~. C1~, C1~, C.'o~C'~ PAGE 1 OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350~O19