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Park West CC(09)-LR 9604233O REPORT NO.: PROJECT: Panel - #96 LOCATION: ARCHITECT/ENGINEER: CONTR*CTOR: McFadden & Miller RE~RTEDTO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II CONCRETE COMPRESSION TEST REPORT JOB NO.: 2 7 0 0. 1 DATE CAST: SPECIFICATION: 04/16/96 4000 PSI 20/200 yds OUANTI~ REPRESENTED: ~MPLEDaY: F. Steadman BY ORDER OF: C1 lent DATE: 04 / 2 3 / 9 6ORDER NUMSER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW041601 91,700 7 3240 LABORATORY NUMBER PW041602 PW041603 28 28 METHOO OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT OF MIX 45 64 TIME OF SAMPLE: 07:15 AU/P~ SOURCE OF CONCRETE: TX I TRANSPORTED BY 04/17/96 AIR CONTENT %, 4.00 Reed SLUMP PICK-UP CHARGE: 7.00 MIX CODE: 39 TICKET NOi: 5 710 6 2 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (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 SIGN (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~ETH~r~ ~.v~4~. c,~, c,73, c,~, C2~,,ORC,0~ PAO; 1 OF 1 __ _^~_ __ _~ ............., ...... -~'~'.'C~ - -- 2424 STUTZ DRIVE · SUITE400 · DALLAS,~:~(-~-2~35 · 214/350-5600 · (FAX) 214/350-O019