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Round Oak-LR 940816
REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: Papagolos Development Co. REPORTED TO: reed engineering CONCRETE COMPRESSION TEST REPORT 4 1779.1 dO~ NO.: Proposed Round Oak Estates/Coppell, Texas Inlet tops - STA 2+40 (2), STA 6+79 (1) GEOTECHNICAL CONSULTANTS 08/16/94 DATE CAST: 3000 PSI SPECIFICATION: 5 yds QUANTITY REPRESENTED: BAMPLEDBY: F. Pitts DATE: 09/13/94 08/23/94 BY ORDER OF: ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SE:E: AREA-28.2~ SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, P~: AVERAGE STRENGTH, Psii R0081601 95,000 7 3360 TYPE BREAK: CONICAL RLN.O.) REMARKS: ~RAT~Y NUMAR R0081602 95,000 7 3360 3360. Does comply with Specification R0081603 RO081604 116,000 115,000 28 28 4100 4070 4090 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 90 'F M,X 90 TiME OF ~AMPLE: 0 3 : 4 0 ~PM. 80UflCE OF CONCRETE: Latt imore FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXl'URE(8): TRANSPORTED BY / 94 AIR CONTENT q%. MIX COOE: 3 8 Reed SLUMP 3 INCHES PICK-UP CHARGE: YJ~ NO TICKET "O.: 3 0 0 5 5 3 0 UNIT WEIGHT PCF YIELD CF/CY mSm,B~ION: (1) Papagolos Development Co. & Murchison ' "'Inc./ Mr. John Papa g o los ~~~ (~l) City of Coppell/Mr. Garreth D. Campbell, Sr. ) Nathan D. Maier Consulting Engineers, Inc./M~E~ike DafTiel (1) Austin Bridge & Road, Inc./Mr. Terry Tice (1) Cullum Construction ComDany/Mr Phillip Cullum 1 TESTM~HODS: ~TM~31, C~. C 1~, C173. C 192. C231.~C1~ PAGF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019