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Freeport NIP(3)-LR 950922 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST ~REPORT 37 REPORT NO.: Craftmade PROJECT: Panel - #2 LOCATION: JOB NO.: 2317.2 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 09/22/95 3000 PSI 20/260 yds ARCHITEC~ENGINEER: Gromatzky Dupree and Associates SAMPLED BY: CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: 10/20/95 09/29 / 9 5ORDER NUMBER: F. Palmer Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-ZS.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMO 92201 CM092202 CM092203 139,200 144,700 28 28 4920 5120 MAXIMUM LOAD. LBS: 111, 10 0 AGE WHEN TESTED, DAYS: 7 3930 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 5020 ~PE BR~K: CONICAL (U,N.O.) REMARKS: Does comply with Specification METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 8: 0 0 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 09/23/95 Reed M,X 6 8 CF. AIR CONTENT eR). SLUMP 5 · 5 0 INCHES AMII~, PICK-UP CHARGE: YE~ NO TICKET NO.: 458287 UNIT WEIGHT YIELD MIX CODE: 3 9 PCF CFICY H o 1 s t rUn%,GN~D DISTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobsen (1) Gromatzky Dupree and Associates/Mr. Scott Mc, (1) Eckland Consultants, Inc./Mr. Jerry (1) City of Coppell/Mr. Lee Stone 1) City of Coppell~T~/M ~. O143, C173, C192, C~I, ORCI~ PASE 1 OF__2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX}214/350-0019 37 REPORT NO.: Craftmade PROJECT: Panel - #82 LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 09/22/95 3000 PSI 160/260 yds ARCHITECT/ENGINEER: Gromatzky Dupree and Associates SAMPLED BY: CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: 10/20/95 09 / 29 / 95ORDER NUMBER: F. Palmer Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMO 92204 CM092205 118,700 28 4200 MAXIMUM LOAD. LBS: 92,800 AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 7 3280 4320 ~PE BREAK: ~NICAL (U.N.O.) REMARKS: Does comply with Specification CM092206 125,300 28 4430 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 6 7 *F TIME OF SAMPLE: 11: 50 AM/PM' SOURCE OF CONCRETE: TX I DAYS. LABORATORY FROM 09 / 23 / 95 M'X 82 'F, AIR CONTENT TRANSPORTED BY MIX CODE: 3 9 Reed %, SLUMP 5 . 5 0 INCHES PICK-UP CHARGE: YE.~ NO TICKET NO.: 4 5 8 5 9 0 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISmlBUTION: (1) M.E.P.C. American Properties/Mr. (1) McFadden & Miller, Inc./Mr. Jon Jacobsen (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstru~,GHED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis TEST METHODS: ASTM C31, C39, C143, C173, C 192, C231. ORC1~ 2 2 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019