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Park West CC(1)-LR 950728 (2)REPORT HO.: PROJECT: LOCATION: 11 doe, NO.: Park West Commerce Center reed engineering. GEOTECHNICAL CONSULTANTS Floor slab - 240'S, 100'W of NE building corner CONCRETE COMPRESSION TEST REPORT 2166.2 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 06/30/95 3000 PSI 80/460 yds ARCHITECT/ENGINEER: McFadden & Miller Marc Myers REPUTED TO: SAMPLED BY: 07/28/95 BYORDE,~: 07/07/95 ORDER NUMBER: B. Lucas Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.2~ SQ. IN, LABORATORY NUMBER FIELD NUMBER: PW063001 PW063002 103 , 500 MAXIMUM LOAD, LBS: 7 AGE WHEN TESTED, DAYS: 3660 COMPRESSIVE STRENGTH. PSI: AVERAGE STRENGTH. PSI: 126,500 28 4470 PW063003 131,000 28 TYPE BREAK: SQNIGAL (U.N.O.) "CM~KS: Does comply with Specification 4630 4550 METHOD OF CURING: FIELD I DAYS, LABORATORY FROM 0 7 / 01 / 9 5 TRANSPORTED BY TEMPERATURE: AMBIENT 7 3 'F M~ 8 7 CF, AIR CONTENT ~, Reed SLUMP 5.50 INCHES TIME OF SAMPLE: 0 6: 5 5 SOU.CE O~ CO.C,ETE: TXI M,X co~: 39 PICK-UP CHARGE: Y~ T~KET "O.: 411173 NO FINE AGGREGATE: COARSE A(3GRE(3AT~-~: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (1) McFadden & Miller Construction/Mr. Dave (1) Comerica Bank/Mr. Alan Williams (1) Marc Myers Company/Mr. Richard Crow TEST METHODS: ASTM C31. C39. C143. C173. C192. C231. ORC1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/3504)019 11 2166.2 REPORT NO.: dOB NO.: Park West Commerce Center Floor slab - 70'S, 96'W of NE building LOCA~O,: corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: OUANTIT~ REPRESENTED: 06/30/95 3000 PSI 200/460 yds ARCHITECT/ENGINEER: McFadden & Miller CONT~OTOR: 07/28/95 Marc Myers 07/07/95 ~PORTED T~ DATE: ORDER NUMBER: ~AMPLED BY: B. Lucas Client BY ORDER OF: (6 X 12 INCH) NOMINAL CYUNDER S~-E: AREA-28.26 SQ. I.. LABORATORY NUMBER mELD NUMBER: PW063004 PW063005 MAXIMUM LOAD. LBS: 107, 500 134, 000 7 28 AGE WHEN TESTED. DAYS: 3800 4740 4630 COMPRESSIVE STRENGTH. PSI: 4690 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with Specification PW063006 130,800 28 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 7 5 DAYS. LABORATORY FROM 0 7 / 01 / 9 5 TRANSPORTED BY MIX 8 6 eF' AIR CONTENT %. Reed SLUMP 5.50 INCHES TIME OF SAMPLE: 0 8: 2 0 SOURCE C~ CO. CRETE: TXI ,,x CCOE: 39 PICK-UP CHARGE: Y~ I~CKET NO.: 411311 NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (1) Marc MYers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. Dave VanDeme (1) Comerica Bank/Mr. Alan Williams SIGNED TESTMETHOOS: ASTM C31. C39, C143. C173. C192. C231. ORC1064 2 PAGe; OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/350-O019