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Freeport NIP(4)-LR 960417
REPORT NO.: PROJECT: LOCATION: 30 Freeport North Grade beam - 25'N, 0' from SE building corner reed engineering ~C.~.e,N~R: Gromatzky Dupree & Associates McFadden & Miller M.E.P.C. American Properties DATE: GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: DATE CAST: ~PEClFICATION: QUANTITY REPRESENTED: &Mai=LED BY: o4/17/96 4000 PSI 8/8 yds B. Woolwine BY OR~R OF: C1 lent 04 / 24 / 96OR~R NU.BE,: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSi: AVE.RAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN041701 81,000 7 2860 LABONATORY NUMBER FN041702 FN041703 28 28 MEI'HOO OF CURING: FIELD TEMPERATURE: AMBIENT TiME OF 8AMPLE: 11:30 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMiXTURE(S): DAYS, LABORATORY FROM 1 'F MIX 65 74 TRANSPORTED BY 04/18/96 Reed 'F, AIR CONTENT %. ~LUMP PICK-UP CHARGE: MIX COOE: 5 TICKET "O.: 5 7 2 5 8 6 UNIT WEIGHT YIELD INCHES 5.00 NO PCF CF/CY O,Sm,BU~OR: (1) M.E.P.C. American Properties/Mr. Rob AhmuP~'~ (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott McCr~= (1) City of Coppell/Mr. Larry Davis S'G'-~ (1) City of Coppell/Mr. Lee Stone TEST METH~S: AS~ C31, C~, C1~, C 1~, C 192, C~t, ORC 1~ PAG; 10F__~.i 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-001t~