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Freeport NIP(3)-LR 950925reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 38 2317.2 REPORT NO.: JOB NO.: Craftmade Grade beam - 20'N of SW building LOCA~ON: corner 09 / 25 / 95 DATE CAST: 3000 PSI SPECIFICATION: 7/7 yds QUANTITY REPRESENTED: ARCHITECT/ENGINEER: Gromatzky Dupree and Associates SAMPLED BY: B. Woolwine CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BYORDEROF: Client 10/23/95 10 / 02 / 95ORDER NU,SER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-20.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMO 92501 CM092502 80,700 7 2850 MAXIMUM LOAD, LBS: 8 4,3 0 0 AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 7 2980 2920 ~ BR~K: CONICAL (U.N.O.) REMARKS: Does comply with Specification CM092503 108,200 28 3830 CM092504 111,600 28 3950 3890 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 0 9 / 2 6 / 9 5 TRANSPORTED BY TEMPERATURE: AMBIENT 7 5 °F MIX 8 0 'F. AIR CONTENT Reed SLUMP 5.00 INCHES TIME OF SAMPLE: 0 2: 0 0 SQURCE OF CONCRETE: TXI MIX CODE: 5 PICK4JP CHARGE: YI~ NO TICKET NO.: 459638 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNFF WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob Ah~/~ / , . . Jacobson c~~/_~~-~ (1) McFadden & Miller Inc /Mr Jon (1) Gromatzky Dupree and Associates/Mr. Scott M (1) Eckland Consultants, Inc./Mr. Jerry Holstru~,G~ED ''~ 1) City of Coppell/Mr. Lee Stone 1) City of Coppell~Mr Larr Davis TEST~TH~S: A~M C31, C~. C1~. C 1~, C 1~. C~t.0RC 1~ PAGE 1 OF i 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350~)019