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Freeport NIP(4)-LR 960216 (2)REPORT NO.: PROJECT: LOCATION: 9 Freeport North Slab - 180'S, 130'E of NW building corner reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 ~OB NO,: GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: ~UANTITY REPRESENTED: 02/16/96 4000 PSI 120/520 yds ARCH~CT~NG~NEER: Gromatzky Dupree & Associates com~cT~: McFadden & Miller .B~m~D~ M.E.P.C. American Properties D^TE: 6AMFLED BY: BY ORDER 0~: 02 / 23 / 96o~o~R NUMBER: M. Lawson Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WMEN TESTED, DA'YB: COMPRE~VE 8TRENGTI'I, PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN021601 115,200 7 4070 ~BORAT~Y NUMBER FN021602 28 FN021603 28 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF a~.LE: 08: 20 ~U~E OF CO.CRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: AD~.XTURE(8): DAYS, LABORATORY FROM 1 02/17/96 3 1 'F MIX 6 0 CF, AIR CONTENT MIX COOE: 3 9 TRANSPORTED BY Reed ~/~, SI.UMP PICK-UP CHARGE: TICKET NO.: UNIT WEIGHT YIELD INCHES 4.00 NO 537781 PCF CF/CY D,~R,B~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut, (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott McCr~%z~_ (1) City of Coppell/Mr. Larry Davis SIGNE' (1) City of Coppell/Mr. Lee Stone TE~METHOO$: AS~ C31, C~, C1~. C1~. C1~, C~I, ORCI~ pAGE i OF 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 9 ~NO.: 2317. 5 DATEC~ST: 02/16/96 PRC~JEC'r: LOCATION: Freeport North Slab - 190'S, 250'E of NW building corner SPECIFICATION: QUANTrrYREPRESENTED: 4000 PSI 180/520 yds ~C"~C*~INEER: Gromatzky Dupree & Associates ~AMPLED BY: M. Lawson McFadden & Miller -BY OR~, ~: Client R~Om: M.E.P.C. American Properties DATE: 02/23/960~DERNUM~,: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 ~Q. IN. RELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED. DA~fS: COMPRESSIVE STRENGTH, PSI: AVERAGE ~TRENGTH, PSI: TYPE BREAK: CONICAL REMARKS: FN021604 95,100 7 3360 LABO~T~Y NUMBER FN021605 FN021606 28 28 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT ~UE OF SAMP~: 09: 00 ~U~CE ~ CO,CR~E: TX I FINE AGGREGATE: ~ AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): DAYS. LABORATORY FROM TRANSPORTED BY i 02/17/96 Reed 'F MIX 'F, AIR CONTENT ~/~, SLUMP INCHES 34 62 6.00 "~i' Fic~.u.c.~E: ~ No M,X COOE: 3 9 TICKET .o.: 5 3 7 8 5 4 UNIT WE~HT PCF YIELD CF/CY ~mmo,: (1) M.E.P.C. American Properties/Mr. Rob Ahmut, (1) McFadden & Miller/Mr. Jon Jacobsen (1) Gromatzky Dupree & Associates/Mr. Scott Mc( (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TE~ M~NG~: ~ ¢ ~,, C ~. C ,~. C ,~. C ,,~. C ~,. OR C ,~ pAD~ 2 ~ 5 2424 STUTZ DRIVE · SUITE400 · DALLAS. TEXAS75235 · 214/350~5600 · (FAX) 214/3504X)19 REPOflT NO,: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 9 ~NO.: 2317.5 Freeport North Slab - 80'N, 60'E of SW building corner GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/16/96 4000 PSI 320/520 yds ARCH~E~INEER: Gromatzky Dupree & Associates coN'm,~oR: McFadden & Miller ~Om~DTO: M.E.P.C. American Properties mTE: SAMPLED BY: BY ORDER OF: 02 / 23 / 96ORDER .UMBER: M. Lawson Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED. DA~s: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. PSi: TYP~ BREAK: CONICAl (U.N.O.) REMARKS: FN021607 86,000 7 3040 LA~RATORY NUMBER FN021608 FN021609 28 28 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 10: 3 0 SQUflCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS. LABORATORY FROM TRANSPORTED BY 1 02/17/96 Reed 39 -F M,X 63 .F. HR CONTENT %, SLUMP 6.00 AM/PI~, I~'CK-UP CHARGE: M,X COOE: 3 9 TICKET NO.: 5 3 8 0 01 UNIT WEI(~HT YIELD INCHES NO PCF CF/CY DmSmmU~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobsen (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis ~NED (1) City of Coppell/Mr. Lee Stone TESTMETHOOS: AS~ C31, C~, C1~, Cl~. C192, C~I, ORCl~ PAO~ 3 OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-(X)19 5 REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 9 ~e NO.: 2317.5 Freeport North Slab - C-3.5 to C-3 and D-3.5 to D-4 GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/16/96 4000 PSI 470/520 yds ARCHFrECT~NGINE~: Gromatzky Dupree & Associates McFadden & Miller M.E.P.C. American Properties DATE: SAMPLED BY: BY ORDER OF: 02 / 23 / 96OR~ER NUMBER: M. Lawson Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28,26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DA~"B: COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL ~IJ,N.O.) REMARKS: FN021610 89,800 7 3180 ~SQ~TORY NUMBER FN021611 28 FN021612 28 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT T1ME OF ~AMPLE: 12 : 3 0 SOURCE OF CONCRETE: FiNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, lABORATORY FROM 1 02/17/96 'F MIX 'F. AIR ~TENT 42 53 TX I ,,x COOE: 39 · TRANSPORTED BY Reed ~. SLUMP 4 . 0 0 INCHES PICK-UP CHARGE: YB.~ NO · ncKET ~.: 538185 UNiT WEK~HT PCF YIELD CF/CY ~m,~mo,: (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 ~NED (1) City of Coppell/Mr. Lee Stone ~METHOD~: ASTM C31, C~, C1~, C1~, C1~, C~I. ORCI~ PAGE 4 OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 5 REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: GEOTECHNICAL CONSULTANTS 9 Freeport North Piers- J-15, J-16, J-17, J-18 DATE CAST: ~PECIFICATION: QUANTITY REPflESENTED: 02/16/96 3000 PSI 10/10 yds ARCHITECT/ENGINEER: Gromatzky Dupree & Associates CONTRAmoN: McFadden & Miller ~om~0~: M.E.P.C. American Properties ~TE: SAMPLED BY: *BY ORDER OF: 02 / 23 / 96ON~. NU. BER: F. S teadman Client (6 x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-28.2~ ~Q. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TES'rED, DA~'S: COMPRESSIVE STRENGTH, PSI: AVERAGE 8TREHGTH, PSh TYPE BREAK: CONICAL ~'U.N.O.) REMARKS: FN021613 97,000 7 3430 LABORATONY NUMBER FN021614 FN021615 28 28 METHO~ OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 10: 2 0 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGRE~TE: WAFER: CEMENT: FLY A.~-I: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 02/17/96 Reed 3 6 .F M~X 4 8 CF' AIR CONTENT e/e, SLUMP 5 · 5 0 INCHES A..~. P,C~.UP c.ARGE:Y~ .o MIX CODE: TICKET NO.: 5 3 7 9 6 9 UNIT WEIGHT PCF YIELD CF/CY McC~ DmsTRmUT~: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden &.Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone ~METHO0~: ~ C31, C~, C1~ CI~ C1~. C~I,ORCI~ pAG; 5 OF 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019