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Freeport NIP(3)-LR 951110 (2)reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 49 2317.2 REPORT NO.: JOE NO.: Craftmade Paving - 125'N, 45'W of SW building ,OCA~ON: corner DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 11/10/95 3000 PSI 290/300 yds ARCHITECT/ENGINEER: Gromatzky Dupree and Associates SAMPLED BY: T. Belew CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: 'BY ORDER OF: 11 / 17 / 950,DER ,UMSER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: CMll1001 75,000 7 2650 LABORATORY NUMBER CMlll002 28 CMl11003 CMlll004 28 HOLD METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 7 2 °F DAYS, LA~ORATORY FROM 11 / 11 / 95 TRANSPORTED BY M,X 73 'F, AIR CONTENT Reed %. SLUMP 7.00 INCHES llME OF ~AMPLE: 12: 25 8OURCE OF CONCRETE: TXI A~M, MIX CODE: 9643 PICK-UP CHARGE: Y~ NO TICKET NO.: 4 9 0 0 71 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (1) M.E.P.C. American Properties/Mr. Rob Ahmut///.~ DISTRIBUTION: (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstru~,G~ (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis ~ 1 TESTM~HODS: ASTM C31, C~, C143, 0173, Cl C~I, ORC 1~ PAGF 1 , OF.~ 2424STUl~DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019