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Freeport NIP(4)-LR 960207 (3)REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 2 ~e.o.: 2317.5 Freeport North Paving - 5'S, 175'W of NW building corner GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: OUANTITY REPRESENTED: 02/07/96 3500 PSI 70/300 yds ARC, M~CT~INEER: Gromatzky Dupree & Associates CO,~AC~m: McFadden & Miller M.E.P.C. American Properties D^TE: REPORTED TO: SAMPLED BY: BY ~DER ~: 03/06/96 02/14/96~RNUM~R: M. Lawson Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.2~ ~Q. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DA~($: COMPRESSIVE STRENGTH. AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER FN020701 FN020702 83,600 104,100 7 28 2960 3680 Does comply with Specification 3620 FN020703 100,500 28 3550 METHOO ~ CURING: RELD DAYS, ~RATORY FR~ TRANS~RTED BY 1 02/08/96 TEMPERATURE: AMBIENT 6 0 'F MIX 7 9 BF. AIR CONTENT 4. 10 ~' =UE OF ~.P'=: 08: 30 ~ SOURCE O,' CONCRm'E: TX I M,X COOE: Reed SLUMP 5.50 PICK-UP CHARGE: 9643 TICKET NO.: 530138 INCHES NO FINE AGGRE(N~,TE: COAP, SE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): UNIT WEIGHT PCF YIELD CF/CY D,~TH,~.moN: Rob Ahmul (1) McFadden & Miller/Mr. Jori Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott ~) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TEST METHOO$: ASTM C 31. C 39. C 143, C 173, C 192, C 231, OR C 1064 PAOI= I OF (1) M.E.P.C. American Properties/Mr. ~'~.~ McC 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 REPORT NO.: PROJECT: LOCA'rtoH: reed engineering CONCRETE COMPRESSION TEST REPORT 2 ~.: 2317.5 Freeport North Paving - ll0'S, 150'W of NW building corner GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTrrY REPRESENTED: 02/09/96 3500 PSI 200/300 yds ARCHITECT~NGINEER: Gromatzky Dupree & Associates co,~cm,: McFadden & Miller R~TED~: M.E.P.C. American Properties DATE: SAMPLED BY: BY ORDER OF: 02 / 16 / 96o~DE" NUMBER: M. Lawson Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER F,ELD NUMBE.: FN020704 FN020705 120,000 28 4240 MA~MUM ~.O*D. ,BE: 94,400 AGE WHEN I'E~TED, DAf(S: 7 3340 COIdPRES~VE STRENGTH. PSI: AVERAGE STRENGTH, PSi: FN020706 116,100 28 4110 ~~AL~u.,.o.~ REMaKe: Does comply with Specification 4180 METHOO OF CURINGi FIELD DAYS, LABORATORY FROM 1 02/10/96 TEMPERATURE: AMBIENT 'F MIX 'F, 67 79 ~ME OF ~P'E: 11: 30 ~' TRANSPORTED BY AIR CONTENT e/e, 4.40 SOURCE OF CONC.ETE: TX I ~,x COOE: 9643 Reed ~I.UMP INCHES 6.00 YB~ NO PICK-UP CHARGE: TICKET NO.: 530447 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): CI~qTRIBUTION: UNIT WEIGHT PCF YIELD CF/CY (1) M.E.P.C. American Properties/Mr. Rob Ah~y~-~ (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 TESTMETHOOS: A$~'C31. C~. C1~, C1~, C1~, C~1,~C1~ PASE 2 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019