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Four Seasons 1-LR 911023 (2) Ii lt 2 6///// reed engineering ,, GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 15 ~B NO.: 5 § 6. 2 PR~EC*: Proposed Four Seasons Distribution Center Pier Nos. H-i, H.5-1, J-1 LOCATION: WSI Architects ARCHITECT/ENGINEER: NATCON, INC. CONTRACTOR: REPORTED TO: NATCON, Inc. DATE CAST: 10/23/91 SPECIFtCAT~N: 3000 PSI QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 11/20/91 DATE: 10/30/91 O,DER NUMBER: 32/48 yds. K. Atkins Contractor (8 X 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FS 102301 FS 102302 FIELD NUMBER: 90,500 118,000 MAXIMUM LOAD, LBS: 7 28 AGE WHEN TESTED, DAYS: 3200 4170 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSi: FS 102303 115,000 28 4070 4120 TYPE BR~K: CONICAL (U.N.O.) REMARKS: Does comply with Specification FS 102304 HOLD METHOD OF CURING: FIELD i DAYB, LABORATORY FROM TEMPERATURE: AMBIENT 8 2 ,P MIX 8 ~F, TIME OF SAMPLE: 04: 00 A~eU, 10/24/91 TRANSPORTED eY AIR CONTENT SOURCE OF CONCRETE: Pioneer MIX CODE: 13 04 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): Reed %, SLUMP 5 o 0 INCHES PICK-UP CHARGE: Y~ ~ TICKET NO.: 12600 UNIT WEIGHT PCF YIELD CFICY O,STR,BUT,ON' (1) NATCON, Inc./Mr. John Fisher (1) Bradford Companies/Mr. Subash Gaitonde (1) Brockett. Davis. Drake, Inc./Mr. Gary McHale (1) WSI Architects/Mr. Ray Garrison (1) Slider & Associates/Mr. Tim Slider uJ~ City of Coppell/Mr. Travis Crump TESTMETH~S: ABTM C31, C~, C143, C173, C 192, C231, ORC 1~ SIGNED 1 1 PAGE__.OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214135(~O019