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Freeport NIP(4)-LR 960214reed engineering GEOTECHNICAL CONSULTANTS CONCRE'FE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATK)N: 7 xm.o.: 2317.5 Freeport North Floor slab - 75'N, 30'W of SE building corner DATE CAST: BPECII=]CATION: QUANTITY REPRESENTED: 02/14/96 3000 PSI 30/400 yds ~C.~aNG,NEER: Gromatzky Dupree & Associates ~.~oR: McFadden & Miller ,~ORTEDTO: M.E.P.C. American Properties D^TE: SAMPLED BY: BY ORDER OF: 02 / 21 / 96OR~, NUMBER: T. Pickens Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WI-IEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U,N.O.) REMARKS: FN021401 91,900 7 3250 LABORATORY NUMBER FN021402 FN021403 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 11ME OF ~AMPLE: 05: 45 ~U~E OF CO.C.~E: TX I RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS. LABORATORY FROM TRANSPORTED BY 1 02/15/96 Reed 4 9 .F M~X 5 2 'F. ^,R CONTENT q%. SLUMP 5 · 5 0 INCHES AM/~, PICK-UP CHARGE: YE~ NO M,X CODE: 3 9 TICKET NO.: 5 3 5 5 4 7 UNIT WEIGHT PCF YIELD CF/CY D,Sm,BU~O,: (1) M.E.P.C. American Properties/Mr. Rob Ahmul (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott Mc( (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone 1 TEST METHODS: ASTM C 31. C 3~, C 143, C 173. C t92. C 231, OR C 1064 pAD; 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 4 7 REPORT NO.: PROJECT: LOCATION: Freeport North Floor slab - 210'N, 100'W of SE building corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOB NO.: 2 31 ? . 5 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: ARCH~CT/ENG~EER: Gromatzky Dupree & Associates McFadden & Miller REPORTED T(~. M.E.P.C. American Properties 02/14/96 3000 PSI 160/400 yds · AMPLED BY: T. Pickens BY ORDER OF: C1 ient 02 / 21 / 9 6ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AP, EA-28.26 ~Q. IN. FIELD NUMBER: MAXIMUM LOAD. LB6: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, P~J: AVERAGE ~TRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN021404 85,300 7 3020 LABORATORY NUMBER FN021405 28 FN021406 28 METHOD OF CURING: FIELD DAYS, lABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 52 64 TIME OF ~UdPLE: 07: 25 ~' ~URCE OF CO"CR~E: TX I 'F, 02/15/96 TRANSPORTED BY AIR CONTENT Reed SLUMP PICK-UP CHARGE: INCHES 6.00 Yr~ NO CODE: 39 TICKET NO.: 5 3 5 6 3 9 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY m~m,~T~: (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 (1) City of Coppell/Mr. Lee Stone TESTMETHOO~: A~TM C31, C39, C143. C173, C192, C231, ORC1064 PAe; 2 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 7 Freeport North Floor slab - 170'N, building corner 2317.5 JOB NO.: 80'E of SW DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/14/96 3000 PSI 310/400 yds ARCHITECT~NGINE~ Gromatzky.Dupree & Associates S~EDEY: T. Pickens coN~cT~: McFadden & Miller BY ORDER OF: Client "~O~TEDm: M.E.P.C. American Properties DATE: 02/21/96Om~R.UMSER: (S x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRE~81VE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE ~qEAK: CONICAL (U.N.O.) REMARKS: FN021407 87,500 7 3090 LABORATORY NUMBER FN021408 FN021409 28 28 METHOD OF CURING: TEMPERATURE: AMBIENT FIELD 1 56 DAYS, ~*.O~TOR¥ ;ROM · F .,x 69 *F, 02/15/96 TRANSPORTED BY AIR CONTENT Reed ~LUMP 5.50 INCHES TIME OF 8AMPLE: 0 9: 2 2 ~OURCE OF CONCRETE: ~ I .,x CODE: 39 PICK-UP CHARGE: TICKET NO.: 535831 NO FINE AGGREGATE: ~ AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT YIELD PCF CF/CY D~m,BU~ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott McCr~ (1) City of Coppell/Mr. Larry Davis SIGNED' (1) City of Coppell/Mr. Lee Stone TESTMETHOO.~: A.RTM Cat C~, C1~, C1~, C1~, C~I, ONCl~ PAOF 3 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 7 j~.: 2317.5 Freeport NOrth Piers - E-10, E-9, E-8, E-7 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/14/46 3000 PSI 10/10 yds ~C.~a~,NEER: Gromatzky Dupree & Associates CO.~CT~: McFadden & Miller R~EDm: M.E.P.C. American Properties DATE: ~MFLED BY: BY ORDER OF: o3/ .4/46 02 / 21 / 460aPER .UMBER: F. Steadman Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN021413 76,800 7 2720 LASQRAT~Y NUMBER FN021414 FN021415 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT ~ME OF SA~m~: 10: 10 80URCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATEF~. CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY PROM TRANSPORTED BY I 02/15/46 Reed eF MIX CF, AIR CONTENT %, SLUMP INCHES 58 59 5.25 P,CK.U, .O MIX CODE: 5 TICKET NO.: 5 3 5 8 9 7 UNIT WEIGHT PCF YIELD CF/CY D,~mmUT~,: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott McC~ (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TESTMETHOOS: ASTM C:]1, C38. C143, C173, C192, C231. ORC10~4 pADF 4 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35043019