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Freeport NIP(4)-LR 960402REPORT NO.: PROJECT: LOCATION: 27 Freeport North Columns - ll-AA and 1-L reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 ~ NO.: DATE CAST: ARCH~CT~NGINEER: Gromatzky Dupree & Associates CON~¢T~: McFadden & Miller RE~TEDTO: M.E.P.C. American Properties DATE: 04/02/96 3000 PSI SPECIF~AT~N: 3 yds REPRESENTED: SAMPLED BY: B. Steadman sY O~ER OF: Client 04 / 09 / 96ORDER NUMBER: (6 x 12 INCH) NOidlNAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, AVERAGE STRENGTH. PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN040201 120,500 7 4260 ~BORAT~Y NUMBER F~040202 FN040203 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 11ME OF SAMPLE: 0 2: 5 0 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS. LABORATORY FROM TRANSPORTED BY 1 04/03/96 Reed eF MIX *F, AIR CONTENT ~, SLUMP . INCHES 80 80 4.25 A~M, P,CK-UP c.~GE: Yr~ .o MIX COOE: 4 0 TICKET NO.: 5 6 4 14 7 UNIT WEIGHT PCF YIELD CFICY McCa-- D,STR,BUT,~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut" (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis SIGNE~ (1) City of Coppell/Mr. Lee Stone TE~METHCOS: ASTM C31, C~, C1~, C 1~, C192, C~I. ORCl~ PAO; ~ OF I 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019