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Freeport NIP(4)-LR 960314REPORT NO.: PROJECT: LOCATION: 20 reed engineering Freeport North Grade beam - southwest beam GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: DATE GAg'r: SPECIFICATION: QUANTITY REPRESENTED: o3/z4/96 3000 PSI unknown A~,H~CT~NeINEE.: Gromatzky Dupree & Associates co.~o.: McFadden & Miller R~DTO: M.E.P.C. American Properties D^TE: SAMPLED BY: BY ORDER OF: o4/zz/96 03 / 21 / 96ORDER .UMBE.: Contractor Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-Z8.26 SQ. IN. LABORATORY NUMBER FIELDNUMSER: FN031401 FN031402 FN031403 M~X~MUMLOAD. L~: 69,000 103,800 103,200 AGE WHEN TESTED, DAYS: 7 28 28 COMPRESSIVE STRENGTH. PSi: 2 4 4 0 AVERAGE STRENGTH. PSi: ' T~PE 88F~: OONIO~. ~J,N.O.) .~KS: ' Does comply with Specification 3670 3650 3660' METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF ~&MPt. E: SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 03/15/96 Reed eF MIX CF, AIR CONTENT %, SLUMP AM/PM, PICK-UP CHARGE: MIX CODE: TICKET NO.: UNIT WEIGHT YIELD INCHES NO PCF CF/CY ~m.mmo.:~. (~), M.E.P.C. American Properties/Mr. R~b~Ahmut (1) McFadden & Miller/Mr. Jon Jacobson (I)~Gromatz~Y Dupree & Associates/Mr ~ Scott McC ~ City of Coppell/Mr. Larry Davis SiGNED- (l) City of Coppell/Mr. Lee Stone ~STMETHOOS: ASH C31. C~. C1~, C I~. C 1~. C~I, ORCl~ ,1 p^~; 1 OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019