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Park West CC(09)-LR 960509
reed engineering CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: Center - II Inc. DATE: 34 REPORT NO.: Parkwest Commerce PROJECT: Panel #75 LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden ~- Miller REPORTEDTO: Myers & Crow Company, GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 0 5 / 0 9 / 9 6OROER .UMBER: 05/02/96 3000 PSI 80/200 yds 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: PW050201 82,300 7 2910 LABORATORY NUMBER PW050202 28 PW050203 28 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 65 TIME OF SAMPLE: 08: 40 SOURCE OF CONCRETE: TX T 0 DAYS. LABORATORY FROM eF MIX 72 °F, TRANSPORTED BY 05/03/96 AIR CONTENT °/o. 4.00 Reed SLUMP PICK-UP CHARGE: INCHES 6.00 Yr~ NO MIX CODE: 3 9 TICKET "0.: 581843 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT YIELD PCF CFICY Myers & Crow Company, Inc./Mr. Richard Cr DISTR,SUTIO.: ( 1 ) (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~J~...~ET.~.r~ Jg~,V'~.~, c,43, c,~3, c,~z, C231,O"C1~ PAGE 1 OF 1 2424 STU~ DRIVE · SUITE4~ · DAL~S, TEXA~75235 · 214/35~5~ · (FAX) 214/35~19