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Freeport NIP(4)-LR 960417 (2) reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCA11ON: 30 ~NO.: 2317.5 Freeport North Grade beam - 25'N, 0' from SE building corner DATE~: 04/17/96 3000 PSI SPECIFICAT~: 8/8 yds ~AHTI~ RE~E~NTED: ARCH~CT~NGINEER: Gromatzky Dupree & Associates ~,~ED BY: B · Woolwine (X)NTRAOTOR: HEPOHTED TO: McFadden & Miller M.E.P.C. American Properties DATE: BY ORDER OF: 05/~5/96 04 / 24 / 96~DER .UMBER: Client (6 x 12 INCH) NOMINAL CYUNDER BIZ. E: AREA.28.26 SO. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) LABORAT~Y NUMBER FN041701 FN041702 FN041703 81,000 109,500 107,700 7 28 28 2860 3870 3810 Does comply with Specification 3840 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF 8AMPLE: SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 11:30 TXI TRANSPORTED BY 1 DAYS, LABORATORY FROM 04/18/96 Reed 'F MIX CF. AIR CONTENT ~b. 8~.UMP 65 74 5.00 MIX CODE: 5 TICKET NO.: 572586 UNIT WEIGHT YIELD INCHES NO PCF CF/CY Ol~m,S~,O#: (1) M.E.P.C. American Properties/Mr. Rob Ahmu ~ _ _ (1) McFadden & Miller/Mr. Jon Jacobson r'~_,~"~_____~,_______. (1) Gromatzky Dupree & Associates/Mr. Scott McC (1) City of Coppell/Mr. Larry Davis SIGNED (1) City of Coppell/Mr. Lee Stone TE~METHOOB: ~ C31. C~, C1~, C1~, C1~, C~10ORCl~ pAGE_I._OF ~L 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019