Loading...
Four Seasons 1-LR 911017 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT "O.: 7 JOB NO.: 5 5 (5 . 2 DATE CAST: 10/17/91 PROJECT: Proposed Four Seasons Distribution Center Pier Nos. H-7, G-7, & G-6 LOCATION: WSI Architects ARCHITECTIENGIINEER: NATCON, INC. CONTRACTOR: REPORTED TO: NATCON, Inc. SPECIFICATION: 3000 PSI QUANTITY REPRESENTED: 32 yds · SAMPLED BY: BY ORDER OF: 11/14/91 DATE: 10/24/91 ORDER NUMBER: K. Atkins Contractor (~ x 12 INCH) NOMINAL CYLINDER SIZE: ARBA-~.E6 ~Q. IN. LABORATORY NUMBER FS 101701 FS 101702 FS 101703 FIELD NUMBER: 87,500 122,000 123,500 M~IMUM LOAD, LBS: 7 28 28 AGE WHEN TESTED, DAYS: 3090 4310 4370 COMPRESSIVE STRENGTH. PSI: 4340 AVERAGE STRENGTH. P81: TYPE BREAK: CONICAL (U.N.O,) ,EM~KS: Does comply with Specification FS 101704 HOLD MET.OD OF CUR,Ne: F,ELD 1 DAYS, LABORATORY FROM 10/18/91 TRANSPORTED SY Reed TEMPERATURE: AMBIENT 7 8 °F MIX 7 ~F, AIR CONTENT %, SLUMP 4 · 5INCHES TIME OF SAMPLE: 12: 3 0 AM~'M. PICK-UP CHARGE: YF~ NO_. SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MIX CODE: TICKET NO,: Pioneer 1304 12391 UNIT WEIGHT PCF YIELD CFICY D,STRmUT,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 SIGNED ~-t) city of Coppell/Mr. Travis Crump TEST METHODS: ASTM C31, C3O, C143, C173, C192, C231, ORC1064 1 PAGE OF 2424 STUTZ DRIVE · SUITE4OO · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19