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Park West CC(09)-LR 960426 reed engineering CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LO~ATION: 2700.1 31 JoSNO.: Parkwest Commerce Center - II Panel ARCHiTECT/ENGiNEER: McFadden & Miller CONTRACTOR: Myers & Crow Company, Inc. REPORTED TO: 04/19/96 DATE CAST: 3000 PSI SPECIFICATION: 30/170 yds QUANTITY REPRESENTED: SAMPLED BY: B · steadman client BY ORDER OF: 04 / 26 / 96ORDER NUMBER: DATE: (6 x 12 iNCH) NOMINAL CYLINOER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: PW0 ~ 1 9 0 78,000 MAXIMUM LOAD, LBS: 7 AGE WHEN TESTED, DAYS: 2760 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER pW041902 28 PW041903 28 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 7 0 TIME OF SAMPLE: 0 7 : 4 0 SOURCE OF CONCRETE: TXI TRANSPORTED BY DAYS, LABORATORY FROM Reed 04 / 20 / 96 iNCHES %, SLUMP 5 · 5 0 oF, AIR CONTENT ~ · 10 OF M,X 8 0 NO piCK-UP CHARGE: YF~ ~ AMIP~ -- TICKET NO.: 5743 16 M~X COON: 3 9 0 UNiT WEIGHT PCF FiNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): YIELD CFICY DiSTRiBUTiON: (1) Myers & Crow Company, Inc./Mr. Richa~ (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan williams (1) AECC, Inc./Mr. Andy Brundige SIGNE. Lee stone City of Coppel_l/,_M.r.. ...... r~v~ c..3 c~73. c~,2,_c~3;~_c.~°~..,.~, (1) _. ~_~_ ~4: ~o~elI~]~ETH~-.~. e~"'~'~'~'.~,'-' - (1) ~lny.u- ~ ~=. ' · (FAX) 214/35~0019 (1) 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600