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Park West CC(1)-LR 950902 37 REPORT NO.: JOB NO.: Park West Commerce Center Panel - #9 LO~ATION: ARCHITECT/ENGINEER: McFadden & Miller Marc Myers REPORTED TO: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2166.2 DATE CAST: QUANTIT~ REPRESENTED: 08/05/95 3000 PSI 60/200 yds ~ddPLED BY: F. Palmer DATE: 09/02/95 sYORDE, OF: 08/12/95 ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: PW080501 PW080502 110,000 28 3890 MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSI: ' AVERAGE STRENGTH, PSI: 81,000 7 2860 3860 ~PE BREAK: ODNICAL (U.N.O.) REMARKS: Does comply with Specification PW080503 108,000 28 3820 METHOD OF CURING: FIELD 1 DAYS, LX~ATORY FROM 08 / 06 / 95 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 8 4 'F M,X 83 AIR CONTENT SLUMP 5.00 ~ME OF SAMPLE: 0 7: 5 0 ~OURCE OF CONCRETE: TXI MIX CODE: 39 PICK-UP CHARGE: Y~¢~ T,CKET NO.: 430369 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY mm,s~noR: (1) Marc Myers Company/Mr. Richard Crow" 1) McFadden'& Miller Construction/Mr. Dave VanDeme (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNED 1 TEST METHODS: AS~ C31, C~, C143. C1~, C1~, C~I, ORCl~ P~E OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 21~35~0019 1