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Freeport NIP(4)-LR 960215REPORT NO.: reed engineering PROJECT: LOCATION: CONCRETE COMPRESSION TEST REPORT 8 ~NO.: 2317.5 Freeport North Slab - 100'S, 100'E of NW building corner ~C"~NG,NEER: Gromatzky Dupree & Associates CORT~: McFadden & Miller RE~EDTO: M.E.P.C. American Properties DATE: GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 02 / 22 / 96ORDER 02/15/96 4000 PSI 100/510 yds M. Lawson Client (6 x 12 INCH) NOMINAL CYUNDER ~IZE: AREA-28.2~ SQ. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRE~VE STRENGTH, PSI: AVERAGE ~TRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN021501 94,600 7 3350 LABORAT~Y NUMBER FN021502 FN021503 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 8: 15 SOURCE OF CONCR~: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEIdENT: FLY A~H: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 02/16/96 Reed 54 'F M~X 69 'F, MR CONTENT ~/e. ~LUMP 5 . 0 0 INCHES AM~, PICK-UP CHARGE: Y~ NO M,X CODE: 3 9 TICKET NO.: 5 3 6 7 71 UNIT WEIGHT PCF YIELD CF/CY DISTRmU~OR: (1) M.E.P.C. American Properties/Mr. Rob Ahmut, (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 ESTMETHOOS: ASTM C31, C~, C14, C1~, C1~, C~I. ORCI~ PAG~ ~ OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX}214/350~X)19 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 8 xm,o.: 2317.5 Freeport NOrth Slab - 100'S, 300'E of NW building corner DATE CAST: SPECIFICATION: QUANTITY REPRESEHTED: 02/15/96 4000 PSI 180/510 yds ARCHITECT~NGINEER: Gromatzky Dupree & Associates BY: M. Lawson coR~,c~m: McFadden & Miller BY ORDER OF: Client ~oRm0~: M.E.P.C. American Properties DAW: 02/22/96ORDERNUMEER: (6 x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-2~.26 ~Q. IN. LABORATORY NUMBER RE~ ,UM~R: FN021504 ENO 21505 FN021506 MA~MUM LOAD. LBS: 9 2, 5 0 0 AGE WHEN TESTED, DAYS: COMPRES~VE STRENGTH, PSi: 7 3270 AVERAGE ~TRENGTH, PSI: TYPE 8REA~ CONICAL (U.N.O.) REMARKS: 28 28 METHOD OF CURING: FIELO TEMPERATURE: AMBIENT 5 9 ~.E O; S.~: 09: 00 SOURCE OF CO.CR~E: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM "F MIX 72 'r, AM.~. 02/16/96 AIR CONTENT M,X CODE: 39 TRANSPORTED BY Reed ~, SLUMP 4.50 INCHES PICK-UP CHARGE: YIL~ NO ~CK~,O.: 436826 UNIT WEI(~HT PCF YIELD CF/CY mSm,BU~O,: (1) M.E.P.C. American Properties/Mr. Rob Ahmul (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 TEST METHO0$: AS'TM C 31, C 38. C 143. C 173. C 192, C 231. OR C 1064 PAG~ 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: 8 ~.: 2317.5 Freeport North Slab - 150'N, 300'E of SW building corner DATE CA~T: SPECIFICATION: QUANTITY REPRESENTED: 02/15/96 4000 PSI 340/510 yds ARCH~NelNEER: Gromatzky Dupree & Associates SAMPLED BY: M. Lawson COm~CTO.: McFadden & Miller Client R~O. TEDm: M.E.P.C. American Properties DATE: 02/22/96OR~R.UMSER: (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, P~I: AVERAGE STRENGTH, PSI: TYPE 8REAK: CONICAL (U.N.O.) REMARKS: FN021507 96,800 7 3420 LABORATORY NUMBER FN021508 FN021509 28 28 METHO0 OF CURING: FIELD TEMPERATURE: AMBIENT nME OF ~E: 10: 25 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 02/16/96 Reed MIX 7 0 'F, AIR CONTENT e/~, ~LUMP 4 . 5 0 INCHES "'~X' .cK-uF c~eE: Y~ .o TICKET NO.: UNIT WEIGHT YIELD .~ CODE: 39 536933 PCF CF/CY (1) Gromatzky Dupree. & Associates/Mr. Scott McC]~U~,~~~---"--- City of Coppell/Mr. Larry Davis D,STR,~mO.: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobson (1) (1) City of Coppell/Mr. Lee Stone TESTMETHO08: ASTM C31. C39, C143, C173, C192, C231, ORC 1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35C~O019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 8 ~NO.: 2317.5 DATE ~ST: 02/15/96 PROJECT: LOCATION: Freeport North Slab - 100'N, 300'E of SW building corner ~PECIFICATION: QUANTITY REPRESENTED: 4000 PSI 460/510 yds AR~,~Ot=NG,NEE,: Gromatzky Dupree & Associates BY: M. Lawson McFadden & Miller 'BY One. OF: C1 lent R~ORTEDTO: M.E.P.C. American Properties DATE: 02/22/96ORDER,UMBSR: (6 x 12 INCH) NOMINAL CYUNDER ~4ZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN021510 89,400 7 3160 LABO~TORY NUMBER FN021511 FN021512 28 -28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 'nME OF S~.E: 11: 00 SOURCE OF CO, CREtE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): DAYS. LABORATORY FROM I 02/16/96 'F MIX 'F. AIR CONTENT 57 74 TRANSPORTED BY Reed %, SLUMP PICK-UP CHARGE: M,X eOOE: 39 TICKET NO.: 537069 UNIT WEIGHT YIELD INCHES 4.50 NO PCF CF'ICY SiGNE%41r -- ~STR,BU~OR: (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~METHOOS: AS~ O31. C~, C l~, C 1~. C 1~, C~t, OR C t~ pAD; 4 OF 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350~019 REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 8 ~mNO.: 2317.5 Freeport North Piers - K-ii, K-12, K-13, K-14, K-15 GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/15/96 3000 PSI 10/10 yds ~C.~CTa~INEER: Gromatzky Dupree & Associates McFadden & Miller M.E.P.C. American Properties GA~: · ~JdPLED BY: BY ORDER OF: 02 / 22 / 96ORSER NUUBE,: F. Steadman Client (6 x 12 INCH) NOMINAL CYUNDER ~IZE: AREA-28.26 ~Q~ IN. FIELD NUMBER: MAXIMUM LOAD, LB~: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE 8'rRENGTH, PSI: I"YPE BREAK: CONICAL (U.N.O.) FN021501 69,000 7 2440 LABORATORY NUMBER FN021502 28 FN021503 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT nas oP ~P~: 10: 25 ~E C~ CO,CR~m: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~4: ADMIXTURE(S): DAYS, LABORATORY FROM 1 47 'F M~ 56 02/16/96 · F, AIR CONTENT MIX COOE: 5 TRANSPORTED BY Reed e/e. ~.UMP PICK-UP CHARGE: TICKET NO.: 5 3 6 9 7 3 UNIT WEIGHT YIELD 5.2 5 INCHES YI~ NO PCF CF/CY McC~ D,~mmu~o,: (1) M.E.P.C. American Properties/Mr. Rob (l) 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 TESTMETHOOS: AS~ C31, C~ C14, C1~, C192, C~I, ORCI~ PAGE 2424 STU'I-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-(X)19