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Park West CC(1)-LR 950908
REPORT HO.: PROJECT: LOCATION: 30 JOB NO.: Park West Commerce Center Tilt wall panel - #94 ned engineering J GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2166.2 DATE GAST: SPECIFICATION: QUANTITY REPRESENTED:. 08/11/95 3000 PSI 20/200 yds ARCHrFECT/ENGINEER: McFadden & Miller Marc Myers REPORTED TO: DATE: ~AMPLED BY: 09/08/95 BY OROE, OF: 08/18/95 ORDER NUMBER: B. Lucas Client (6 x 12 INCH) NOMINAL CYUNDER ~IZE: AREA-28.2~ SQ. IN. LABORATORY NUMBER hELD NUMBER: PW 081101 PW081102 92,000 112,700 7 28 3250 3990 MAXIMUM LOAD, LBS: AGE V/HEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. PSI:. 3960 ~ ~EAK~ODNICAL(U.N.O.) R~KS: Does comply with Specification PW081103 110,700 28 3920 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 7 8 TIME OF SAMPLE: 0 6: 5 0 SOURCE OF CONCRETE: TXI FINE AQGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH:, ADMIXTURE(S): DAYS. LABORATORY FROM 08 / 12 / 95 TRANSPORTED BY Re ed °F MIX 8 9 'F, A~R CONTENT %, SLUMP 7 . 5 0 INCHES AM/I~, PICK-UP CHARGE: Y~[¢~ NO MIX CODE: 3 9 TICKET NO.: 4 3 4 4 7 4 UNIT WEIGHT PCF YIELD CF/CY Dmm,sm~.: (1) Marc Myers Company/Mr. Richard Crow ~-I~McFadden & Miller Construction/Mr. Dave VanDemee (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNED TEST METHODS: ASTM C31, C39. C143. C173, C192. C231,ORC1064 1 1 PAOF ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX) 214/350-O019