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Freeport NIP(4)-LR 960223 (2)REPORT NO.: PROJECT: LOCATION: 14 Freeport North Slab - E17.5 to 18 and F17.5 to 18 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 dOB NO.: CATE CAST: SPECIFICATION: QUANTITY REPRESENTED:. 02/23/96 3000 PSI 50/520 yds ARCHITECT/ENGINEER: Gromatzky Dupree & Associates co, Mc,o,: McFadden & Miller R~O, TEDTO: M.E.P.C. American Properties DATE: SAMPLED BY: 'BY ORDER OF: 03 / 01 / 96~DER NUMAR: 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 BTRENGTH, P~I: AVERAGE ETRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN022301 84,700 7 3000 LABORAT~Y NUMBER FN022302 28 FN022303 28 METHOO OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 'F MIX 62 73 TIME OF 8AMPLE: 0 7: 2 0 ~U~CE OF C~CR~E: TX I FINE AGGREGATE: COARSE A~GREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): AM/I~, 02/24/96 TRANSPORTED BY AIR CONTENT Reed SLUMP INCHES 4.50 NO PICK-UP CHARGE: coot: 39 *r,CKET NO.: 542825 UNIT WEIGHT PCF YIELD CF;CY D,S~,BUT~: (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 ~NED (1) City of Coppell/Mr. Lee Stone TEBTMETHCOS: ~ C31, C~, C1~, C1~, C1~, C~1,~CI~ OF 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/35043019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 14 2317.5 REPORT NO.: JOB NO,: DATE CAST: Freeport North PROJECT: SPECIFICATION: Slab - F7.5 to 8 and G7.5 to 8 LOCATION: QUANTITY REPRESENTED: 02/23/96 3000 PSI 320/520 yds ~CH~CT~G,NEER: Gromatzky Dupree & Associates coN~cT~i McFadden & Miller RE~mTEDTO: M.E.P.C. American Properties SAMPLED BY: BY ORDER OF: 03 / 01 / 960.DE. NUMBER: F. Steadman Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. REID NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN022304 74,900 7 2650 LABORATORY NUMBER FN022305 28 FN022306 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF ~PLE: 10: 25 ~U"CE OF CONCR~E: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(8): DAYS, LABORATORY FROM · F MIX 'F, 69 75 TRANSPORTED BY 02/24/96 AIR CONTENT Reed SLUMP INCHES 6.00 NO PICK-UP CHARGE: M,X CODE: 3 9 TICKET NO.: 543150 UNIT WEIGHT PCF YIELD CF/CY Omm,eUnON: (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 SICNE0 (1) City of Coppell/Mr. Lee Stone TE~METHOOS: ASTM C31. C~. C1~. C1~, C1~ C~1,~CI~ P,e; 2 OF 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/3504~019 REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED:. 14 ~osNO.: 2317.5 Freeport North Piers -A-3.6, A-3, A.5-5.3, A.5-2.7, B.9-1.6 02/23/96 3000 PSI 10/10 yds ARCH~CT~NGINEER: Gromatzky Dupree & Associates coNm,c~:~ McFadden & Miller ~mO,TED*O: M.E.P.C. American Properties DATE: SAMPLED BY: 'BY ORDER OF: 0 3 / 01 / 9 6ORDE. .UMSER: F. Steadman Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.26 ~Q. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN022307 76,600 7 2710 ~RAT~Y NUMSER FN022308 28 FN022309 28 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT 7 2 TIME OF ~4MPLE: 10: 4 5 ~U~E OF co,cnn: TX I DAYS, LABORATORY FROM 02/24/96 MiX 7 5 cF, AIR CONTENT TRANSPORTED BY Reed SLUMP 4.7 5 INCHES YE~ NO PICK-UP CHARGE: MIX CODE: 5 TICKET NO.: 5431 B 5 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,sm,eu~oN: (1) M.E.P.C. American Properties/Mr Rob Ahmut* McCr~ (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupre9 & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis SIGNED (1) City of Coppell/Mr. Lee Stone TESTMETHOOS: A~I C31, C~, C14. C1~. C t~. C~I, ORC p^oF 3 OF 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019