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Park West CC(1)-LR 950718
REPORT NO.: PROJECT: LOCATION: F- 14 ARCHITECT/ENGINEER: McFadden & Miller CONTRACTOR: Marc Myers REPORTED TO: 3 2166.2 QB NO.: Park West Commerce Center Piers - B-14, C-14, D-14, E-14 and reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 06/20/95 3000 PSI 10/10 yds DATE: SAMPLEO BY: J. Phipps 07/18/95 BYORDEROF: 06/27/95 ~R NUMBER: Client (8 x 12 INCH) NOMINAL CYUNDER SIZE: AREA.28.26 SO, IN. LABORATORY NUMBER FIELD NUMBER: PW062001 PW062002 78,900 105,500 7 28 2790 3730 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh 3790 ~PE BREAK: CONICAL (U.N.O.) RE~.KS: Does comply with Specification PW062003 108,500 28 3840 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 8 8 *F DAYS. LABORATORY FROM 06 / 21 / 95 TRANSPORTED BY MIX 8 9 'F, AIR CONTENT %, Reed SLUMP 7 . 25 TIME OF SAMPLE: 10: 20 SOURCE OF CONCRETE: TXI MIX CODE: PICK-UP CHARGE: Y~ TICKET NO.: 4 0 3 2 4 7 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: Ft.Y ASH: ADMIXTURE(S): UNIT WEIGHT YIELD PCF CF/CY D,Sm,BU,~: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. Dave VanDeme (1) Comerica Bank/Mr. Alan Williams TEST METHODS: ASTM C31. C39, C 143, C 173, C 192. C231. ORC 1064 1 1 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019