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Freeport NIP(4)-LR 960207REPORT NO.: PROJECT: LOCATION: 2 Freeport North Pavin~ - 5'S, 175'W of N~ buildin~ corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: DATECAST: SPECIFICATION: QUANTITY REPRESENTED: 02/07/96 3500 PSI 70/300 yds ARCH~NGINEER: Gromatzky Dupree & Associates SAMPLED BY: M. Lawson CONTRACTOR: REPORTED TO: McFadden & Miller M.E.P.C. American Properties DATE: BY ORDER OF: 02 / 14 / 96 ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. REID NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE 8TRENGTH, PSI: AVERAGE 8'TRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN020701 83,600 7 2960 ~RATORY NUMAR FN020702 FN020703 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT lqME OF SAMPLE: 0 8: 3 0 SOURCE OF CO~CRZrE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS. U~SO~TOR¥ F~-- 0 2 / 0 8 / 9 6 TRANSPORTED BY Reed 60 .F "~ 79 'F. mR CONTENT 4.10 ~' SLUMP 5.50 ,AM/P~, PICK-UP CHARGE: YIL~ M~x CODE: 9 6 4 3 TICKET NO.: 5 3 013 8 UNIT WEIGHT PCF YIELD CF~'Y INCHES McC 'Urn' SIGNED mSm,aUT~.: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~ (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TEBT METHOOS: A~TM C 31. C 38. C 143. C 173, C 192. C 231, OR C 1064 PAG; 1 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 2 JOB NO.: 2317.5 Freeport North Paving - 110'S, 150'W of NW building corner DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/09/96 3500 PSI 200/300 yds ARCH~CT~NGINEER: Gromatzky Dupree & Associates SAMPLED BY: M. Lawson McFadden & Miller ORDER OF: Client RE~mTEDm: M.E.P.C. American Properties DATE: 02/16/960RDERNUMBSR: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAI~ CONICAL (U.N.O.) REMARKS: FN020704 94,400 7 3340 LABORATORY NUMBER FN020705 FN020706 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT T,ME OF ~PLE:- 11: 30 ~URCE OF CO~CR~E: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: N~XTURF.{S): DAYS, LABORATORY FROM TRANSPORTED BY 1 02/10/96 Reed 67 'F M,X 79 'F. A,R CONTENT 4 . 40 ~%' SLUMP 6. 00 INC,ES AM/~, PICK-UP CHARGE: YE~ NO M,X COOE: 9643 llCKET NO.: 530447 UNIT WEIGHT PCF YIELO CF/CY O,~R,auno,: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott McC~ (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TE~M~T,GGS: AS~M C~,. C~. C ,~ C ,~. C ~. C~,. ~C ,~ pAG; 2 ~ 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350~019