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Park West CC(1)-LR 950713REPORT HO.: PROJECT: LOCATION: 4 Park West Commerce Center reed engineering .. GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2166.2 DATE CAST: SPECIFICATION: Piers - B-25, C-25, D-25 and B-26 QUANTITY REPRESENTED: 06/15/95 3000 PSI 10/10yds ARCHITECT/ENGINEER: McFadden & Miller Marc Myers REPORTED TO: DATE: SAMPLED BY: J. Phipps 07/13/95 BY OR~ER OF: 06/22/95 ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER ~EL0 NUUBER: PW 061501 PW 061502 MA~MUM LOAD, LBS: 79, 600 110, 000 7 28 AGE W%IEN TESTED, DAYS: 2820 3890 3780 COMPRESSIVE STRENGTH, PSI: 3840 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) RE~KO: Does comply with Specification PW061503 107,000 28 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 0 6 / 16 / 9 5 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 8 1 'F MIX 8 5 'F, AIR CONTENT %, SLUMP 7 INCHES TIME OF SAMPLE: 10: 4 4 WU,CE ~ CONCR~E: TXI AM/15~, * PICK-UP CHARGE: MIX CODE: 5 TICKET NO.: Y~ NO FINE AGGREGATE: COARSE AGOREOATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): UNIT WEIGHT PCF YIELD CF/CY Dave VanD~' SIGNED mSm,BUT~.: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. (1) Comerica Bank/Mr. Alan Williams TESTMETHCOS: ASTM C31, C39, C143, C173, C 192, C231, ORc1064 PAGE 1 OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35043019 REPORT HO.: PROJECT: LOCATION: and F- 22 ARCHITECT/ENGINEER: McFadden & Miller Marc Myers REPORTED TO: 5 2166.2 J~ NO.: Park West Commerce Center Piers - F-21, B-22, C-22, D-22, E-22 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED.' 06/16/95 3000 PSI 10/10 yds DATE: SAMPLEDBY: J. Phipps 07/14/95 BY On~R OF: 06/23/95 ORDER NUMBER: 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: ~RATORY NUMBER PW061601 PW061602 92,200 114,300 7 28 3260 4040 Does comply with Specification PW061603 110,800 28 3920 3980 METHOD OF CURING: FIELD 1 DAYS. L~BORATORY FROM 0 6 / 17 / 9 5 TEMPERATURE: AMBIENT 7 7 'F M~X 8 4 'F, TRANSPORTED BY AIR CONTENT Reed %, SLUMP 7 INCHES TIUEOF~PLE: 08:46 SOU.CE O~ CO.CaRE: TXI MIX CODE: 5 PICK-UP CHARGE: Y[~ NO TICKET "O.: 400927 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A.~H: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY =STRIB~: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. Dave (1) Comerica Bank/Mr. Alan Williams TEST METHODS: ASTM C 31. C 39. C 143. C 173. C 192. C 231. OR C 1064 PAGE 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019