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Freeport NIP(4)-LR 960307REPORT NO.: PROdEGT: LOCATION: 13 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Piers - D-2, D-3, D-4, D-5, D-6, D-8 & D-9 CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/0?/96 3000 PSI 10/14 yds ARCHITECT/ENGINEER: ~EDBY: R. Thompson CONTRACTOR: REPORTED TO: McFadden & Miller Myers & Crow Company, Inc. BY ORDER OF: 04/04/96 03 / 14 / 96 ORDER .U.BER: Client (6 x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: PW030701 PW030702 87,500 119,500 7 28 3090 4230 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: PW030703 118,000 28 4170 TYPE ~EAK: CONICAL (U.N.O.) ~W~KS: Does comply with Specification 4200 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT *F MIX 26 37 I~ME OF ~AMPLE: 09: 25 SOURCE C~ CO. CR~E: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): Reed 8LUMP TRANSPORTED BY 03/08/96 AIR CONTENT %, INCHES 4.00 NO PICK-UP CHARGE: MIX CODE: 5 TICKET NO.: 550236 UNIT WEIGHT PCF YIELD CF/CY O,STR,Bu'nO~: (1) Myers & Crow Company, Inc./Mr. Richard Cro, (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 Cop~ell~~r~ ~.v~. c,~..c,~, c,~. c~,.~c,~ PAo~ 1 ~ 1 2424 ~U~ DRIVi- 6-%U[T~- ;--DX[~, ~-~ ~5~5- ;-- ~5~- · (FAX) 214/35~19