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Park West CC(09)-LR 960619
4O REPORT NO.: Parkwest PROJECT: Grade beam LOCATION: corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: Commerce Center - II SPECIFICATION: - 10'S, QUANTITY REPRESENTED: 10'E of NW building 06'/12/96 3000 PSI 100/120 yds ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller RE~TEDTO: Myers & Crow Company, Inc. DATE: SAMPLED BY: BY ORDER OF: 06 / 19 / 96ORDER NUMBER: B. Steadman Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW061201 75,800 7 2680 LA~RATORY NUMBER PW061202 28 PW061203 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT ~F MIX 68 84 TIME OF SAMPLE: 0 9 : 1 0 AM/PK' SOURCE OF CONCRETE: TXI 06/13/96 AIR CONTENT TRANSPORTED BY Reed SLUMP INCHES 5.50 NO PICK-UP CHARGE: CODE: 82 71 T,CK;T NO.: 6062 90 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,STR,SUT,ON: (1) Myers & Crow Company, Inc./Mr. Richard~~ (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SI'_NED (1) City of Coppell/Mr. Lee Stone · (1) City of Coppell/~ETH~.r~ ~v~. c1~ c,73 c,ga. C231. ORC1064 PAGE 1 OF 1 2424 STUTZ DRIVE · SUITE400 · DALL~S, TEXA~75235 · 214/35(~56~00 · (FAX) 214/35~O019