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Freeport NIP(4)-LR 960301reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 18 JO~NO.: 2317.5 Freeport North Slab - 75'S, 140'W of NE building corner DATE SPECIFICATION: QUANTITY REPRESENTED: 03/01/96 3000 PSI 50/520 yds ARCHITECT~NGINEER: Gromatzky Dupree & Associates ~M~DBY: F. Palmer CONT~OR: McFadden & Miller Client M.E.P.C. American Properties DATE: 03/08/96OR~R,UM~R: (6 x 12 INCH) NOMINAL CYUNDER BIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER ~E~ NU,SER: FN030101 FN030102 FN030103 MAXIMUM LOAD, LBS: 103,400 AGE ~EN TESTED, DAYS: 7 3660 COMPflE881VE ~I'RENGTH, PSI: AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL IU.N.O.) REMARKS: 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: DAYS. LABORATORY FROM 1 03 / 02 / 96 38 'F ,,X 57 'F. TRANSPORTED BY AIR CONTENT SOURCE OF CO~CRETE: TX I M,X COOE: 3 9 FINE AGOREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: Al)MIXTURE(B): Reed INcHEs %, 8LUMP 5 · 0 0 PICK-UP CHARGE: YE~ NO TICKET NO.: 546288 UNIT WEIGHT PCF YIELD CF/CY (1) Gromatzky Dupree & Associates/Mr. Scott McCrary~ .~ _ msmiaUT~: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty (1) McFadden & Miller/Mr. Jon Jacobson (1) City of Coppell/Mr. Larry Davis SIGNED (1) City of Coppell/Mr. Lee Stone TE~METHOOB: ASTM C31, C~, C1~, C1~. C1~, C~I, ORC 1 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT HO.: PROJECT: LOCATION: 18 XmNO.: 2317.5 Freeport North Slab - 360'S, 80'E of NW building corner DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/01/96 3000 PSI 260/520 yds ARCH~NelNEER: Gromatzky Dupree & Associates BY: F. Palmer McFadden & Miller 'BYO~R~: Client REPORTEDTO: M.E.P.C. American Properties D^TE: 03/08/96~D~.UMBER: (8 x 12 INCH) NOMINAL CYLINDER 81ZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LB~: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, AVERAQE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN030104 88,000 7 3110 ~RAT~Y NUMAR FN030105 FN030106 28 28 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT ~ME OF S^Mmm: 09: 50 ~OURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): DAYS, LABORATORY FROM 1 03/02/96 4 5 'F M~X 5 9 'F. *IR CONTENT .~ cooE: 3 9 TRANSPORTED BY Reed e/a, SLUMP PICK-UP CHARGE: TICKET NO.: UNIT WEIGHT YIELD INCHES 5.50 YB~ NO 546482 PCF CF,'CY (1) M.E.P.C. American Properties/Mr. Rob Ahmuty (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott McCr~j[~_ (1) City of Coppell/Mr. Larry Davis S,~N~D (1) City of Coppell/Mr. Lee Stone TE~M~HOOS: ASTM C31. C~, C1~, C 1~, C1~. C~1.~01~ ,AD;2 ~ 3 2424 STU'I-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · {FAX) 214/350-O019 reed engineering' GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 18 ~SNO.: 2317.5 Freeport North Slab - 180'S, 90'E of NW building corner DATE CAS'r: SPECIFICATION: QUANTITY REPRESENTE~. 03/01/96 3000 PSI 400/520 yds ~C~CT~.e~£ER: Gromatzky Dupree & Associates McFadden & Miller ~DSY: F. Palmer sYOm~,oF: Client RE~o~rEDT~. M.E.P.C. American Properties DATE: 03~08~96ORDER.UMBER: (6 x 12 INCH) NOMINAL CYUNDER ~IZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LB~: AGE WHEN TESTED, DA~S: COMPRESSIVE STRENGTH, P~l: AVERAGE ~'rRENQTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN030107 83,900 7 2970 LABORATORY NUMBER FN030108 FN030109 28 28 METHO0 OF CURING: FIELD TEMPERATURE: AMBIENT 11ME OF ~AMPLE: 11: 10 FINE AGQREQATF~ COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(~): DAYS, LABORATORY FROM . I 03/02/96 52 .F M,X 64 'F. ~R CONTENT TRANSPORTED BY Reed %%, ~.UMP PICK4JP CHARGE: MIX CODE: 39 TICKET NO.: 546663 UNIT WEIGHT YIELD 4 . 7 5 INCHES YE~ NO PCF CF/CY ~m,,~o,: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty (1) McFadden & Miller/Mr. Jon Jacobsen (1) Gromatzky Dupree. & Associates/Mr. Scott McCra: (1) City of Coppell/Mr. Larry Davis ~GNED (1) City of Coppell/Mr. Lee Stone TEST METHOOS: A~TM C 31. C ~. C 143. C ,73. C 102. C 231. OR C 1064 PAGE 3 OF 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/3504~019