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Freeport NIP(4)-LR 960222 (2)REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: 13 Freeport North Slab - G1.2-G1.5 and Hi.2-Hi.5 ~CH~ECT~EER: Gromatzky Dupree & Associates CONTRACTOR: McFadden & Miller R~mTEDTe. M.E.P.C. American Properties DATE: GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 02 / 29 / 96ORDER NUMSER: 02/22/96 3000 PSI 30/510 yds F. Steadman Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRES,.~IVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN022201 83,300 7 2950 LABORATORY NUMBER FN022202 FN022203 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT ~ME OF ~E: 09: 05 8OURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS. LABORATORY FROM TRANSPORTED BY 1 02/23/96 Reed 6 3 'F u~x 7 0 CF, AIR CONTENT ~, SLUMP 5 . 0 0 INCHES AM/I:~. PtCK-UP CHARGE: YE,~ NO TICKET NO.: UNIT WEIGHT YIELD .,X~OE: 39 541824 (1) Gromatzky Dupree & Associates/Mr. Scott McC~~ F'CF CF/CY ~sm,s~: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller/Mr. Jon Jacobson (1) City of Coppell/Mr. Larry Davis mGNED (1) City of Coppell/Mr. Lee Stone TE~ METHOOS: ASTM C 31. C ~, C 10, C tn, C 192. C ~1, ~ C tH 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 4 REPORT NO.: PROJECT: LOCATION: 13 Freeport North Slab - G-8 to G-8.5 and H-8 to H-8.5 reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 ~ NO.: GEOTECHNICAL CONSULTANTS CATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/22/96 3000 PSI 200/510 yds ARCH~CT~NG~EER: Gromatzky Dupree & Associates ~.~: McFadden & Miller RE~m~OTe M.E.P.C. American Properties DATE: SAMPLED BY: BY ORDER OF: 02 / 29 / 960~DER NUMBER: F. Steadman Client (6 x 12 INCH) NO~IINAL 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: FN022204 81,400 7 2880 ~SQRATORY NUMBER FN022205 FN022206 28 28 METHO0 OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF S~MP~: 11: 25 ~3URCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 02/23/96 Reed 81 'F M~X 7 4 'F, AIR CONTENT %. ~,.UMP 5. 2 5 INCHES AM/I~, - PICK-UP CHARGE: YE~ NO MiX COOE: 3 9 TICKET NO.: 542 065 UNIT WEIGHT PCF YIELD CF/CY mST.,SUTI~: (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 TE~METHODS: ~ C31. C~, C1~, C1~, C~Z C~1,~C1~ pAG; 2 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 REPORT NO.: PROJECT: LOCATION: 13 Freeport North Slab - J13.5 to 14 and K13.5 to 14 reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 JOe NO.: GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATIOH: QUANTITY REPRESENTED: 02/22/96 3000 PSI 370/510 yds ~C.n~CTa.e,NEE,: Gromatzky Dupree & Associates CONTRACTOR: McFadden & Miller RE~m~EDT~. M.E.P.C. American Properties DATE: SAMPLED BY: BY ORDER OF: 02 / 29 / 96ORDER NUMaER: F. Steadman Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. P~: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN022207 90,400 7 3200 LABO~TORY NUMAR FN022208 28 FN022209 28 METHO0 OF CURING: FIELD TEMPERATURE: AMBIENT 86 DAYS, LABORATORY FROM MIX 78 'F. 02/23/96 TRANSPORTED BY Reed AIR CONTENT %. m. UMP 4. 2 5 INCHES TIME OF ~AMPLE: 0 1: 2 0 8OURCE OF CONCRETE: TXI .,x C00E: 39 PICK-UP CHARGE: YE~ NO ~CKET ,0.: 542290 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT . PCF YIELD CF/CY D,Sm,SUT,CH: (1) M.E.P.C. America! Properties/Mr. Rob Ahmuty' ~~ (1) McFadden & Miller/Mr. Jon Jacobson -- (1) Gromatzky Dupree & Associates/Mr. Scott McCrarvF (1) City of Coppell/Mr. Larry Davis ~GNED (l) City of Coppell/Mr. Lee Stone TESTMETHCX)S: AS~ C31. C~, C1~, C1~, C192, C~I. ORCl~ p~; 3 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 REPOflT NO.: PROJECT: LOCATION: 13 Freeport North Piers - J.4-1, H.9-1, H.4-1, G.9-1, G.4-1 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/22/96 3000 PSI 10/10 yds ARCH~NGINEER: Gromatzky Dupree & Associates com'RAcmn: McFadden & Miller RE~m~DTe M.E.P.C. American Properties D^TE: · NdPLED BY: BY ORDER OF: 02 / 29 / 96ONDEn NUMBER: F. Steadman Client (6 x 12 INCH) NOMINAL CYLINDER ~IZE: 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: FN022210 75,700 7 2680 LABORATORY NUMBER FN022211 FN022212 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT ~.E OF ~-PLE: 10: 15 ~URCE OF CONCR~E: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: Al)MIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY I 02/23/96 Reed 79 'F M~X 72 'F, AIR CONTENT ~, ~i. UMP 4 · 7 5 INCHES .,u,,,,~. P,CK~P CrinGE: Yr~ NO MIX CODE: 5 TICKET NO.: 5 419 4, 3 UNIT WEIGHT PCF YIELD CF/CY D,Sm,BUnON: (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 S,GNED (1) City of Coppell/Mr. Lee Stone TESTMETHOOS: ASTM C31, C39, C143, C173, C192, C231, ORC 1064 PAGE 4 OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 4