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Four Seasons 1-LR 911107 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 19 JOB NO.: 556 · 2 PR~ECT: Proposed Four Seasons Distribution Center Pier No. G.5-8, A.7-1, F.5-8 LOCATION: WSI Architects ARCHITECT/ENGINEER: NATCON, INC. CONTRACTOR: DATE CAST: 11/0 7/9 1 SPECIFICATION: 3 0 0 0 PS I 16/32 QUANTITY REPRESENTEO: K. Atkins BAMPLED BY: Contractor BY ORDER OF: REPORTED TO: NATCON, Inc. DATE: 11/14/91 ORDE, NUMBER: (6 x 12 INCH) NOMINAL CYLINDER BIZE: AREA-2~.2~ GQ. IN. FS 110701 FIELD NUMBER: 64,500 MAXIMUM LOAD, LBS: 7 AGE WHEN TESTED, DAYS: 2280 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh ~(PE BREAK: CONICAL (U.N.O.) REMARKS: I_ABORATORY NUMBER FS 110702 FS 110703 FS 110704 28 28 H METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 4 0 'F UlX 5 4'P, TIME OF ~J~IPLE: 2 : 3 0 11/08/91 TRANSPORTED BY Reed AIR CONTENT %%, SLUMP PICK-UP CHARGE: 4.0 INCHES SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MIX CODE: TICKET NO.: Pioneer 1304 22-666-94 UNIT WEIGHT PCF YIELD CFRDY DISTRIBUTION' (1) NATCON,.Inc./Mr. John Fisher (1) Bradford Companies/Mr. Subash Gaitonde (1) Brockett-DaVls-Drake, Inc./Mr. Gary McHale (1) WSI Architects/Mr. Ray Garrison (1) Slider & Associates/Mr. Tim Slider SIGNED city of Coppell/Mr. Larry Davis TEBTMETHODS: ASTM C31, CSB, C 143, C 173, C 192, C231, ORC 1064 1 1 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~0019