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Freeport NIP(3)-LR 951017reed engineering CONCRETE COMPRESSION TEST REPORT GEOTECHNICAL CONSULTANTS ' 41 · 2317.2 REPORT NO.: JOB NO.: DATE CAST: Craftmade SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 11/14/95 10 / 24 / 950.DER NUMBER: PROJE~: Loading doc~ grade beam - NE side of LO, mN: building A~H~CT~NGINEER: Gromatzky Dupree and Associates co.~: McFadden & Miller, Inc. RE~RTEDTO: M.E.P.C. American Properties DATE: 10/17/95 3000 PSI 5/5 yds S. Boeshart Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER ;~ELDNUMBE.: CMl01701 CM101702 M~UUM LOAD. ~S: 90, 500 121, 500 AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. PSi: AVERAGE STRENGTH, PSI: 7 3200 28 4300 CM101703 120,000 28 4240 TYPE BREAK: ~N~AL (U.N.O.) REM~KS: Does comply with Specification 4270 M~H~ OF CURING: RELD DAYS, ~BORATORY F~M 1 10/18/95 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 84 'F M,X 89 CF' AIR CONTENT SLUMP 3.00 TIME OF ~AMPLE: 02 : 00 A~a, PICK-UP CHARGE: Y~ SOURCE OF CONCRETE: TX I MIX CODE: 5 TICKET NO,: 474506 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY s t rUms,GN6 OI~R,e~: (1) M.E.P.C. American Properties/Mr. (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Hol ~fl)( City of Coppell/Mr. Lee Stone 1) City of Copp~ll~W~m~ ~, ct., C173, C192, C~l.0RCl~ P~E 1 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 reed engineering REPORT NO.: PROJECT: LOCATION: 41 Craftmade Inside building leave-outs GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO,: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 10/17/95 3000 PSI 30/60 yds ARCHITEC~ENGINEER: Gromatzky Dupree and Associates SAMPLED BY: T. Bel ew CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: 11/14/95 10 / 24 / 9 5ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMl 01704 CM101705 76,900 7 2720 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 77,500 7 2740 2730 ~PE BR~K: CONIC~ (U.N.O.) REMARKS: Does comply with Specification CM101706 104,200 28 3690 CM101707 106,800 28 3780 3740 METHOD OF CURING: FIELD DAYS. LABORATORY FROM 1 TEMPERATURE: AMBIENT 7 8 *F MIX 7 6 °F, 10/18/95 TRANSPORTED BY AIR CONTENT Reed %, SLUMP 6 . 0 0 INCHES TIME OF SAMPLE: 0 9 : 0 0 AM~9~' SOURCE OF CONCRETE: TXI MIX CODE: 39 PICK-UP CHARGE: Y~ NO TICKET NO.: 473991 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CFICY DISTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobsen (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry HolstrUmS,GNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~. Larry Davis ~=~METHODS: A~M C31, C~, C143, C173, C192, C231, ORC1~ PAG~ 2 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX) 214/350-0019