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Park West CC(09)-LR 960508
28 REPORT NO.: PROJECT: Panel - #15 LOCATION: ARCHITECT/ENGINEER: CON~CTOR: McFadden & Miller RE~RTEDTO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 04/10/96 3000 PSI 20/190 yds SAMPLEDBY: F. Steadman DATE: .¥ORDEROF: Client 0s/08/9 04 / 17 / 96 ORDER .UMSER: (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 PW041001 PW041002 PW041003 84,000 121,300 121,800 7 28 28 2970 4290 4310 Does comply with Specification 4300 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7 : 1 5 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 04/11/96 Reed MIX 66 'F, AIR CONTENT 3 · 25 ~' SLUMP 4. 25 INCHES AMIP~, PICK-UP CHARGE: Yr~ NO 53 MIX COOE: 390 TICKET NO.: 56770,3 UNIT WEIGHT PCF YIELD CF/CY SIGNEDIr ; DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Ala~ Williams (1) AECC, Inc./Mr. Andy Brundige (1) City of Coppell/Mr. Lee Stone (1) City of Coppell]~..~Em~.r~ ~)~.V~. c,~..c,73, c,gz. C23,.ORC1~ PAGE 1 OF 1 2424 STU~ DRIVE a SUITE4~ a DALeS, TEXAS75235 = 214/35~56~ a (FAX) 214/35~19