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Park West CC(1)-LR 950731REPORT NO.: PROJECT: LOCATION: 12 Park West Piers - A-23.5, ARCHITECT/ENGINEER: reed engineering GEOq'ECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2166.2 Commerce Center A-25.5, A-25, A-24.5, A-24, A-23 McFadden & Miller CONTRA~OR: Marc Myers REPOR~D T~ 07/03/95 DATE CAST: 3000 PSI SPECIFICATION: 10/20 yds QUANTITY REPRESENTED: SAMPLEDBY: B. Woolwine DATE: 07/31/95 SYORDEROF: 07/10/95 ORDER NUMAR: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN. FqELD NUMBER: PW070301 97,500 MAXIMUM LOAD, LBS: 7 AGE WHEN TESTED, DAYS: 3450 COIdPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: T~PE BREAK: CONICAL (U.N.O.) REMXRKS: Does comply with LABORATORY NUMAR PW070302 122,000 28 4310 PW070303 119,500 28 Specification 4230 4270 METHOD OF CURING: FIELD I TEMPERATURE: AMBIENT 8 2 TIME OF SAMPLE: ~u~m OF CO~C.~TE: TXI RNE AGQREQATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM · F M~X 91 AM/PM, 07/04/95 TRANSPORTED BY Reed °F, AIR CONTENT %. SLUMP 4 . 0 0 INCHES PICK-UP CHARGE: ¥~ NO MIX CODE: 5 1]CKET NO.: 412181 UNIT WEIGI-n' PCF YIELD CF/CY  STmstrnoN: (1) Marc Myers Company/Mr..Richard Crow 1) McFadden & Miller Construction/Mr. Dave (1) Comerica Bank/Mr. Alan Williams 2424 STUTZ DRIVE · SIGNED TESTM~S: ASTM C31, C3~, C143. C173, C192. C231. ORC 1064 SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 1 · (FAX) 214/350-0019 1