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Park West CC(09)-LR 960507
27 REPORT NO.: PROdECT: Panel - $115 LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller RE~TEDTO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II CONCRETE COMPRESSION TEST REPORT ,~Oa NO.: 2 7 0 0. 1 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 04/09/96 3000 PSI 10/190 yds ,~MdPLEDBY: F. Steadman BYORDEROF: Client 05/07/96 DATE: 04/16/96OROERNUMSER: (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: LABORATORY NUMBER PW040901 PW040902 PW040903 100,100 134,700 135,000 7 28 28 3540 4760 4770 Does comply with Specification 4770 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPtE: 0 7 : 0 5 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM 1 OF MIX 55 66 AM/P~, TRANSPORTED BY 04/10/96 Reed "F. AIR CONTENT 5 . 0 0 o,%. SLUMP 4 · 0 0 INCHES PIC~-UP CHARGE: M,X COOE: 3 9 TICKET NO.: 5 6 6 7 2 4 NO UNIT WEIGHT PCF DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard (1) McFadden & Miller, Inc./Mr. Dave VanDemeer YIELD CF/CY (1) Comerica Bank/Mr. Alan' Williams · (1) AECC, Inc./Mr. Andy Brundige S,GN~D (1) City of Coppell/Mr. Lee Stone PAGE (1) City of Coppell~ETH~.r~ (1) O'~ + Dietu 2424 STU~ DRIVE · SUITE~ · DALeS, TEXAS TS235 · 214/35~56~ · (FAX) 214/35~19