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Freeport NIP(3)-LR 951120REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 52 Craftmade Sidewalk at front entrance 11/20/95 3000 PSI 10/20 yds ARCNITECT~NG~NEER: Gromatzky Dupree and Associates ~,PLEDeY: T. Belew CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties D^TE: BY ORDER OF: 12/ .8/95 11 / 27 / 95ORDER .UMSE~: Client (6 x 12 INCH) HOMINAL CYLINDER SIZE: AREA-28.26 SG. IN. LABORATORY NUMBER nE~ ,UMSER: ' CMl12001 CMl12002 79,500 7 2810 MAXIMUM LOAD. LBS: 81, 9 0 0 7 AGE WHEN TESTED, DAYS: 2900 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 2860 ~PE BREAK: ~N~AL (U.N.O.) ,EMA,KS: Does comply with Specification CMl12003 102,700 28 3630 CMl12004 99,200 28 3510 3570 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 6 0 "F MIX 8 9 TIME OF ~AMPLE: 0 8: 10 AM/~. SOURCE OF CONCRETE: TXI 11/21/95 TRANSPORTED BY "F, AIR CONTENT Reed SLUMP INCHES 4.50 Y.~ NO PICK-UP CHARGE: MIX CODE: 9 6 41 TICKET NO.: 495058 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McC~j~r~~ ~ --- (1) Eckland Consultants, Inc./Mr. Jerry Holstrums,GNEF' (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/.~,r..~.L~a~r~.r~, ~,.v~. c,,. c,?,. c,,,. C~,.ORC,~ PAGE i OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350°5600 · (FAX) 214/35000019