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Park West CC(1)-LR 950823
REPORT NO.: PROJECT: LOCATION: 24 JOB NO.: Park West Commerce Center Tilt wall panel - #17 reed engineering I' GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2166.2 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/26/95 3000 PSI 30/160 yds ARCHITECT/ENGINEER: McFadden & Miller CONTRACTOR: Marc Myers REPORTED TO: DATE: SAM~ED BY: 08/23/95 'BY~noF: 08/02/95 ~R NUMBER: B. Lucas Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN, LABORATORY NUMBER FIE~ NUMSE,: PW072601 PW072602 94,000 120,000 MAXIMUM LOAD, LBS: 7 28 AGE WHEN TESTED, DAYS: 3320 4240 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSi: PW072604 122,000 28 4310 TYPE BREAK: CONICAL (U.N.O.) REM~KS: Does comply with Specification 4280 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 6: 4 9 SOURCE OF CONCRE'rE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS. LABORATORY FROM 07 / 27 / 95 TRANSPORTED BY MIX 8 7 'F, AIR CONTENT M,X CODE: 39 Reed SLUMP 6.25 INCHES PICK-UP CHARGE: YF~ NO_.. TICKET NO.: 425569 UNIT WEIGHT PCF YIELD CF/CY .~,s~,oN: (1) Marc Myers Company/Mr..Richard Crow ) McFadden & Miller Construction/Mr. Dave VanDeme (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige 5D TESTMETHOOS: ASTM C31, C39, C143. C173, C192, C231, ORC1064 PAGI; 1 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019