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Freeport NIP(3)-LR 950830 27 Craftmade Slab - 325'S, 130'E of NW building corner REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: Gromatzky Dupree and Associates co~o,: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: REPORTED TO:. reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 ~ NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED:. 08/30/95 3000 PSI 70/320 yds S~FLED ,Y: F. Palmer BY ORDER 09/27/95 09/06/95~DERNUMSER: 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, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER CM083001 CM083002 90,100 113,000 7 28 3190 4000 Does comply with Specification 3950 CM083003 110,100 28 3890 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT "F MIX 86 89 TIME OF SAMPLE: 0 7: 5 0 ^M/~. SOURCE OF CONCRETE: TX I TRANSPORTED BY 08/31/95 'F. AIR CONTENT %, Reed SLUMP PICK-UP CHARGE: 5.00 M,X CODE: 39 TICKET NO.: 446393 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGI-rF PCF YIELD CF/CY D,~m,SU~O,: (1) M.E.P.C. American Properties/Mr. Rob ~) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott ~ (1) Eckland Consultants, Inc./Mr. Jerry Holstrur~e,ED (1) City of Coppell/Mr. Lee Stone TEST METHODS: ASTM C31, C39, C1430 C173, C192, C231, ORC1064 PAGE 1 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 reed engineering GEOTECHNICAL CONSULTANTS REPORT NO.: PROJECT: LOCATION: 27 Craftmade CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED:. SAMPLED BY: Slab - 210'S, 130'E of NW building corner ~ON~OTmNGINEER: Gromatzky Dupree and As~ciates McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY OR~R ~: 09/27/95 09/06/95ORDERNUM~R: CONTRACTOR: REPORTED TO: 08/30/95 3000 PSI 190/320 yds F. Palmer Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN. LABORATORY NUMBER F,E~ NUMBER: CM 083004 CM 083005 CM 083006 ~MUM LO*D. L~: 96, 000 113, 100 119, 000 AGE WHEN TESTED, DAYS: 7 2 8 2 8 3400 4000 4210 COMPRESSIVE STRENGTH, PSI: 4110 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) R~KS: Does comply with Specification METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 9: 3 0 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMiXTURE(S): DAYS. LABORATO ,RY FROM TRANSPORTED BY 1 08/31/95 Reed 9 6 -F MIX 9 3 'F. A,R CONTENT ~, SLUMP 5 . 0 0 INCHES AM/I~, PICK-UP CHARGE: YE~ NO M,X COOE: 39 TICKET NO.: 446553 UNIT WEIGHT PCF ; YIELD CF/CY D,Sm,BUTION: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~ ~~ ~,~ (1) McFadden & Miller, Inc./Mr. Jon Jacobson ~ (1) Gromatzky Dupree and Associates/Mr. Scott Mc. Cr~~ (1) Eckland Consultants, Inc./Mr. Jerry Holstru~N~D (1) City of Coppell/Mr. Lee Stone TEST METHODS: A~TM C 31. C ~. C 1~, C 1~. C 192. C ~I, OR C 1~ P~E 2 OF 2 2424' STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019