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Freeport NIP(3-LR 951031 (2)
reed engineering GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: CONCRETE COMPRESSION TEST REPORT 46 2317.2 REPORT NO.: JOB NO.: Craftmade ~EC~ West building leave-outs line A from LOCATION: 18 tO 21 10/31/95 3000 PSI 20/50 yds ~CHITECT~NGINEER: Gromatzky Dupree and Associates SAMPLEDBY: T. Belew CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BYORDEROF: Client 11/28/95 11 / 07 / 9 5ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMl 03101 CM103102 88,800 7 3140 MAXIMUM LOAD, LBS: 8 8, 3 0 0 AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 7 3120 3130 ~PE BR~K: CONICAL (U.N.O.) REMARKS: Does comply with Specification CM103103 128,000 28 4530 CM103104 124,000 28 4390 4460 METHCO OF CURING: FIELD DAYS. ~BORATORY FROM 1 11/01/95 TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 8 : 10 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MIX 74 OF, TRANSPORTED BY AIR CONTENT Reed SLUMP AM/I~, PICK-UP CHARGE: M,X CODE: 39 8.0 0 ,NC.ES Y~ NO TICKET NO.: 4 8 2 5 0 3 UNIT WEIGHT YIELD PCF CF/CY DISTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCraryA (1) Eckland Consultants, Inc./Mr. Jerry HolstrUmS,GNED /C~ (1) City of Coppell/Mr. Lee Stone J~) City of Coppell/Mr. Larry Davis TESTMETHCOS: A~M C31. C~, C143, C173, C192, C231. ORC 1~ PAGE 1 OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019