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Round Oak-LR 940816 (2)
1779.1 4 JOB NO.: REPORT NO.: Proposed Round Oak Estates/Coppell, ~UE~: Texas Inlet tops - STA 2+40 (2), STA 6+79 ,..OC*T,O,: (1) AFK~HITECT/ENGINEER: CONTRACTOR: REPORTED TO: reed engineering GEOTE. CHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: Papagolos Development Co. DATE: 08/16/94 3000 PSI 5 yds QUANTITY REPRESENTED: 8AMPLEDBY: F. Pitts s¥ OROER OF: Client 08 / 23 / 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, PR!; · AVERAGE 8TREHGTH~ pSii ~ RO081601 95,000 7 3360· TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER RO081602 RO081603 RO081604 95,000 7 28 28 3360 .3360~ . METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 90 .F u,x 90 TIME OF SAMPLE: 03 : 40 BOURCE OF CONCRETE: Latt imore FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 08 / 17 / 94 TRA.SPO-~ BY Reed CF, AIR C~ITENT e/a, SLUMP INCHES NO PICK-UP CHARGE: MIX CODE: 3 8 TICKET NO.: 3 0 0 5 5 3 0 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Papago1os Development"Co- & Murchison Mr. John:Papago~os City of Coppell/Mr. Garreth D. CamPbell, (1) Nathan D. Maier Consulting Engineers, Inc./M (1) Austin Bridge & Road, Inc./Mr. Terry Tice nstruction Com an ~Mr Phill' (1) Cullum Co TESTMETHOOS:~TM~'I. C~. O14, 01~. C~%%~RCl~ PAGE1 OF 1 2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~001U