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Gateway BP(2.4)-LR 9412272 REPORT NO.: Office/Warehouse - Freeport Pky @ pROJECT: Gateway Blvd. Paving - Freeport & proposed Wrangler LOCATION: Drive reed engineering CONCRETE COMPRESSION TEST REPORT 1982.1 JOB NO.: GEOTECHNICAL CONSULTAN 1 ~ DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: ARCHITECT/ENGINEER: Clean Cut CONTRACTOR: Cattel!us Development Corp. REPORTED TO: 12/27/94 DATE: 12/20/94 3000 PSI 10/30 yds SAMPLED BY: R. Thompson Client BY ORDER OF: ORDER NUMBER: (E x 12 INCH) NOMINAL CYLINDER SIZE: AREA-Z8.26 SQ. IN. FIELD NUMBER: WH122001 132,000 MAXIMUM LOAD, LBS: 7 AGE WHEN TESTED. DAYS: 4670 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: WH122002 WH122003 28 28 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 6 7 TIME OF SAMPLE: 03: 05 TXI SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, L^BORATORY FROM 12 / 21 / 94 OF M,X 73 'E, AIR CONTEN'r~ . 8 0 8274 M~X CODE: TRANSPORTED eY Reed %'~, SLUMP Z~ . 5 INCHES PiCK-UP CHARGE: ,-YES XNO 311955 TICKET NO.: UNiT WEIGHT PCF YIELD CF/CY (~R,~T~O~:ff ASSOCiates, inc./Mr. Pat Acksr (~) City of Cqppell/Mr. Ken Griffin (1) Clean Cut/Mr. Bill Mills SIGNED 1 1 TESTMETHOOS: ASTM C31. C39, C143, C173, C192, C231, ORC1064 PAGF OF__ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019