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Round Oak-LR 940718 (2) 1 1779.1 REPORT ~.: JOB NO.: Proposed Round Oak Estates/Coppell, PROJECT: Texas Inlet - STA 2+40 LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/18/94 3000 PSI 9/9 yds ARCHITECT/ENGINEER: S*a~ED SY: F. Palmer CONTRACTOR: REPORTED TO: Papogolos Development Co. DATE: BY ORDER OF: Client 08/15/94 07 / 25 / 94 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) RO071801 100,500 7 3550 ~BORATORY NUMBER RO071802 137,000 28 4850 RO071803 HOLD METHOD OF CURING: FIELD DAYS. LABORATORY FROM 1 TEMPERATURE: AMBIENT 93 'F M~X 83 TIME OF SAMPLE: 04: 05 ~NPM. SOURCE OF CONCRETE: Lat t imore FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 07/19/94 · F, AIR CONTENT M~X CCOE** 3 8 TRANSPORTED BY Reed q%. SLUMP 2 INCHES PICK-UP CHARGE: ~6 NO TICKET NO.: 6005427 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Papagolos Development Co.& Murchison P~9~ert~es,_Inc./~ 1Mr. John Papagolos ) City of Coppell/Mr. Garreth D. Campbell, Sr.__ (1) Nathan D. Maier Consulting Engineers, Inc./M ~NE~4ike D~niel (1) Austin Bridge & Road, Inc./Mr. Terry Tice (1) Cullum 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35(~0019