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Freeport NIP(4)-LR 960214 (2) ? (REVISED) Freeport North Floor slab - ?5'N, 30'~ o~: SE bu±ldin9 corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOSNO.: 2317.5 DATE CAST: SPECIFICATION: QUANTITY REPR;~ENTED: o2/14/96 4000 PSI 30/400 yds ~a~,S£;,: Gromatzky DuPree & Associates CONTigeN: McFadden & Miller .a~m~DTe M.E.P.C. American Properties DATE: ~P~DSY: T. Pickens 'BY ORDER OF: o3/13/96 02 / 21 / 96 ONDE, NUMa;,: Client (6 x 12 INCtl) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE ~'FRENGTH, P~I: TYPE 6lEAK: CONK:N. (U.N.O.) FN021401 91,900 7 3250 LABORAT~YNUM~R FN021402 28 FN021403 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TiME OF SAMPLE: SQURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 05:45 TXI DAYS, LABORATORY FROM °F MIX °F, 49 52 TRANSPORTED 8Y 02/15/96 Reed AIR CONTENT e/~, SLUMP PICK-UP CHARGE: INCHES 5.50 NO M~X CODE: 39 *nC,~ET NO.: 535547 UNIT WEIGHT PCF YIELD CF/CY I1) Gromatzky Dupree & Associates/Mr. Scott McCrY~~~~ 1) msm,su~oN: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~ (1) McFadden & Miller/Mr. Jori Jacobson City of Coppell/Mr. Larry Davis ~N£D (1) City of Coppell/Mr. Lee Stone TESTMETHO0~: AS'TM C31. C~. 01~, C1~ 01~. C~1,~01~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 ? (REVISED) ARCHrrECT~N~NEER: Gromatzky Dupree & Associates ~N~'~OR' McFadden & Miller ~DTO: M.E.P.C. American Properties reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 dO~ NO,: GEOTECHNICAL CONSULTANTS ~cAs?: 02/14/96 Freeport North Floor slab - 210'N, 100'W of SE building corner SPECIFICATION: QUANTITY REPRESENTED: 4000 PSI 160/400 yds ~.MPLED BY: T. Pickens 'BY ORDER OF: 03/13/96 02 / 21 / 96OR~R NUMBER: Client (6 x 12 INCH) NOMINAL CYUND~R ~IZE: AREA-28.26 SQ. IN. REID NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRES~VE STRENGTH, PSI: AVERAGE STRENGTH. PSi: ~ BI~EAK; CONICAL (U.N.O.) REMARKS: FN021404 85,300 7 3020 ~BORATORY NUMBER FN021405 28 FN021406 28 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT 1 52 TIME OF 8AMPLE: 07:25 ~u~ OF CO. CRETE: TXI DAYS, LABORATORY FROM eF MIX 64 TRANSPORTED BY o2/ s/96 CF, AIR CONTENT Reed SLUMP 6.00 PICK-UP CHARGE: MIX COOE: 3 9 TICKET NO.: 5 3 5 6 3 9 INCHES NO FINE AGGREGATE: ~ AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF~Y Omm,eU~ON: (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 TE~I'METHOOS: A~TM C31. C~, C143, C!73, C192, C231, ORC!064 PAGE 2 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~56(X) · (FAX)214/350~)019 reed engineering CONCRETE COMPRESSION TEST REPORT 7 (RE¥1~SE0) Freeport North Floor slab - 170'N, .80'E of SW building corner 2317.5 JO~ NO.: GEOTECHNICAL CONSULTANTS ARCHITECT/ENGINEER: Gromatzky Dupree & Associates ~.~c~m: McFadden & Miller REPORTED TO:. DATE CAb'r: SPECIFICATION: QUANTITY REPRESENTED:. SAMPLED BY: 'BY ORDER OF: 03/13/96 M.E.P.C. American Properties DATE: 02/21/960~DE..UMBER: 02/14/96 4000 PSI 310/400 Yds T. Pickens Client (6 x 12 INCH) NOUINAL CYLINDER SIZE: AREA.28.26 BQ. IN. fiELD NUMBER: MAXIMUM LOAD, LBS: AGE WI.IEN TESTED, DAYS: COMPRESSIVE STRENGTH. PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) RE.MARKS: FN021407 87,500 7 3090 LABORAT~Y NUMBER FN021408 FN021409 28 28 METHOO OF CURING: FIELD DAYS, lABORATORY FROM TEMPERATURE: AMBIENT eF MIX 56 69 T~ME OF 8AMPLE: 09: 22 '~P~ SOURCE OF CONCRE'rE: TX I TRANSPORTED BY 02/15/96 *F, AIR CONTENT Reed ,..~.UMP PICK-UP CHARGE: MIX COOE: 3 9 TICKET NO.: INCHES 5.50 Y.~ NO 535831 FINE A~GREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY m~m,~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott McCr~ (1) City of Coppell/Mr. Larry Davis ~NED (1) City of Coppell/Mr. Lee Stone TE~ METHOOS: ~ C 31. C ~. C 14, C 1~, C 1~, C ~1. ~ C 1~ p~; 3 OF 4 2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX)214/3504~019 7 REPORT NO.: Freeport North LOCATION: reed engineering Piers - E-10, E-9, E-8, E-7 GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 ,JOB NO.: DATE CAST: SPEClFI~TION: QUAHTITY REPRESENTED: 02/14/46 3000 PSI 10/10 yds ARCHITE~NGINEER: Gromatzky Dupree & Associates CO.T~CTOR: McFadden & Miller ~TED*O: M.E.P.C. American Properties DATE: SAMPLED BY: BY ORDER OF: o3/14/4 02 / 21 / 46oRkin NUUSER: F. Steadman Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN. LABORATORY NUMBER ~E~ NUMSER: FN021413 FN021414 107,000 28 3780 .*~.UM LGAD. L~: 76,800 AGE WHEN TESTED, DAYS: COMPRES~VE STRENGTH, PSI: AVERAGE ~TRENGTH, PSI: 7 2720 FN021415 104,800 28 3710 TYPE BREAK: CONICAL (U.N.O.) RE~S: Does comply with Specification 3750 METHOO OF CURING: FIELD DAYS, LABORATORY FROM 1 02/15/46 TEMPERATURE: AMBIENT 'F MIX 'F, AIR CONTENT 58 59 *nME OF S~,-,.E: 10: 10 ~ ~OURCE OF CONCRETE: TX I M,X COOE: 5 TRANSPORTED BY Reed SLUMP INCHES 5.25 NO PICK4JP CHARGE: ~T"O.: 535897 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY m~m,su~o,: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty~~ (1) McFadden & Miller/Mr. Jon Jacobsen (1) Gromatzky Dupree & Associates/Mr. Scott McCr~r-y-- (1) City of Coppell/Mr. Larry Davis S~NED (1) City of Coppell/Mr. Lee Stone TESTMETt'K)O~: ASTM C31o C~. C143. C173, C192. C231,ORC1064 PAG;' 4 OF 4 2424 STU'I-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019