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Park West CC(09)-LR 960314reed engineering CONCRETE COMPRESSION TEST REPORT 13 JO~NO.: 2700.1 Parkwest Commerce Center - II Piers - D-2, D-3, D-4, D-5, D-6, D-8 & D-9 Inc. REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller RE~RTEDTO: Myers & Crow Company, GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: DATE: 03 / 14 / 96~DER .UMBER: 03/07/96 3000 PSI 10/14 yds R. Thompson Client (6 x 12 INCH) NOMINAL CYUNDER 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: PW030701 87,500 7 3090 LABORATORY NUMBER PW030702 PW030703 28 28 ME-TH(X) OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 03/08/96 Reed "F MIX CF, AIR CONTENT %, SLUMP 26 37 AMIP~, PICK-UP CHARGE: 09:25 TXI INCHES 4.00 NO MIX CODE: 5 TICKET NO.: 5 5 0 2 3 6 UNIT WEIGHT PCF YIELD CF/CY 0,STR,SUTIO.: (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 (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~m~.r~ ~v~. c,~. c,~. c,~. C231. ORC1064 ,~ 1 OF 1 2424 ~U~ DRIVE · SUITE~ · DAL~S, TE~75235 · 214/35~56~ · (FAX) 214/35~19