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Freeport NIP(4)-LR 960410
REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 29 4OBNO.: 2317.5 Freeport North Grade beam - A-Ii to A-9 and A.2-18 to A.2-3 ARCH~ECTIENGINEER: Gromatzky Dupree & Associates McFadden & Miller M.E.P.C. American Properties DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 05/08/96 04 / 17 / 960RDER NUMBER: O4/lO/96 3000 PSI 4.5/4.5 yds L. Johnson Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER RELDNUM~R: FN041001 FN041002 78,600 106,000 7 28 2780 3750 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH, PSI: FN041003 106,000 28 3750 ~PE BR~K: ~NICAL (U.N.O.) ,~KS: Does comply with Specification 3750 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 04/11/96 TEMPERATURE: AMBIENT eF MIX '*F, 75 79 TRANSPORTED BY AIR CONTENT %, 4.20 Reed SLUMP 4.75 INCHES TIME OF SAMPLE: 03: 15 A~,~'M, PICK.UP CHARGE: YF~ NO SOURCE OF CONCRETE: TX I M,X CODE: 5 TICKET "O.: 5 6 8 3 6 8 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CFICY D,STR,SUT,ON: (1) M.E.P.C. American Properties/Mr. Rob Ahmu~ (1) McFadden & Miller/Mr. Jon Jacobson ~I Gromatzky Dupree & Associates/Mr. Scott MoC~-~ -- City of Coppell/Mr. Larry Davis S,GNED (1) City of Coppell/Mr. Lee Stone TESTMETHOO8: ASTM C31. C39, C143. C173, C192. C231. ORC 1064 PAGE 1 OF 1 2424 STUTZ DRIVE · SUITE4OO · DALLAS, TEXAS75235 · 214/350o5600 · (FAX) 214/35000019