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Four Seasons 1-LR 911019 NOV 2 1991 By: "Engineering reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 8 JOB NO,: 5 5 6 , 2 PROJECT: Proposed Four Seasons Distribution Center Pier Nos. F-7, F-6, F-5 LOCATION: WSI Architects ARCHITECT/ENGINEER: NATCON, INC. CONTRACTOR: REPORTED TO: NATCON, Inc. SAMPLED BY: BY ORDER OF: 11/15/91 DATE: 10/25/91 ORDER NUMBER: DATE CAST: 10/18/91 SPECIFICATION: 3000 PS I QUANTITY REPRESENTED: 11/48 yds. K. Atkins Contractor (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. LABORATORY NUMBER FS 101801 FS 101802 FIELD NUMBER: 109,000 158,500 M~IMUM LOAD, LBS: 7 28 AGE WHEN TESTED, DAYS: 3860 5610 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: FS 101803 156,000 28 5520 5570 ~PE BR~K: ~NICAL (U.N.O.) REMARKS: Does comply with Specification FS 101804 HOLD METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 7 2 °F MIX 7 ~F, TIME OF SAMPLE: 11: 10 A~. SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 10/19/91 TRANSPORTED BY MIX CODE: AIR CONTENT Pioneer 1304 Reed %, SLUMP 4 · OINCHES PICK-UP CHARGE: YE.~.S I~ TICKET NO.: 12428 UNIT WEIGHT PCF YIELD CFICY DISTRIBUTION: (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 SIGNED t--~l) City of Coppell/Mr. Travis Crump TEST METHODS: ASTM C31, 039, C143, C 173, C 192, C231, ORC PAGE 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 1