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Freeport NIP(4)-LR 960215 (2)REPORT NO.: PROJECT: LOCATION: 8 Freeport North Slab - 100'S, 100'E of NW building corner reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/15/96 4000 PSI 100/510 yds ~C.~m.eI.EER: Gromatzky Dupree & Associates Laws on McFadden & Miller M.E.P.C. American Properties OATE: BY ORDER OF: 03/14/96 02 / 22 / 96ORDE..U~R: Client INCH) NOMINAL CYLINDER 81ZE: AREA-28.26 SQ. IN. lABORATORY NUMBER FIELD NUMBER: FN021501 FN021502 94,600 133,000 7 28 3350 4700 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE 8'rRENGTH, PSI: AVERAGE STRENGTH. PSI: FN021503 134,000 28 4740 TYPE BREAK: CONICAL ~.N.O.) ,EM~KS: Does comply with Specification 4720 METHOO OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 54 'F M~ 69 'F. ~"E OF ~"e' ~: 08: 15 "~Z' SQUeCE OF CO'CaSTE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): TRANSPORTED BY 02/16/96 Reed AIR CONTENT e/e. SLUMP PICK-UP CHARGE: M~X CODE: 39 TICKET NO.: 536771 UNiT WEIGHT YIELD 5 · 0 0 INCHES YI~ NO PCF CF/CY McC u~ StGNED ~m,~o~: (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 TESTMETHOOS: ~ C31, C~, CtS, C1~, C1~, C~t, ORCl~ p~ 1 OF 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19 REPORT NO.: PROJECT: LOCATION: 8 JOB NO.: 2317.5 Freeport North Slab - 100'S, 300'E of NW building corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT SPECIFICATION: *.C.~a~,NEER: Gromatzky Dupree & Associates McFadden & Miller M.E.P.C. American Properties DATE: O2/lS/96 40O0 PSI 180/510 yds ~ANTrrYRE~E~N~D: S~.~.~D sY: M. Lawson 'BY ORDER ~: Client 03/14/96 02/22/96OeOER.UM~R: (ffi x 12 INCH) NOMINAL GYUNDER SIZE: AREA-E8.26 SQ. IN. LABORAT~YNUM~R eEtO NUMAR: FN02150 4 FN021505 129,000 28 4560 Ui~MUU LO*O. LaS: 92, 500 7 AGE WHEN TESTED, DAYS: 32'70 COMPRESSIVE 8TREHGTH, PSi: AVERAGE STRENGTH, PSI: FN021506 124,400 28 4400 ~PS~N~(U...O.) Does comply with Specification 4480 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT 5 9 ~-EOF~P,.: 09:00 SOURCE OF CO.CRETE: TX I DAYS. LABORATORY FROM 1 u~x 72 02/16/96 TRANSPORTED BY AIR CONTENT u~ COOE: 39 Reed o/o. ~LUMP 4 . 50 INCHES PICK-UP CHARGE: YI~ NO TICKET NO.: 436826 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADM~"rURF..(S): UNIT WEIGHT F~F YIELD CF/CY om're,au'no.: (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 ~NED (1) City of Coppell/Mr. Lee Stone TE~M~: ASTM CSt C~, C ~. C ~. C $~, C~t, CRC 1~ pAG; 2 OF 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 REPORT NO.: PROJECT: LOCATION: 8 Freeport North Slab - 150'N, 300'E of SW building corner re d engin ring CONCRETE COMPRESSION TEST REPORT 2317.5 ~ NO.: GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/15/96 4000 PSI 340/510 yds ARCH~NGINEE~ Gromatzky Dupree & Associates · ~IPLED BY: M. Lawson CONTRACTOR: REPORTED TO: McFadden & Miller M.E.P.C. American Properties DATE: 'BY ~R ~: 03/14/96 02/22/960~Ve, N~.ER: Client (6 x 12 INCH) NOMINAL CYUNOER SIZE: AFIEA-28.28 SQ. IN. LABORATORY NUMBER fiELD NUMBER: FN021507 FN021508 96,800 133,000 7 28 3420 4700 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRE~81VE STRENGTH, PSI: AVERAGE STRENGTH, PSI: FN021509 135,200 28 4780 TYPE ~EAK: ~NIC~ ~.N.O.) ~=~a~: Does comply with Specification 4740 METHOO OF CURING: FIELD DAYS, LABORATORY FROM 1 02/16/96 TEMPERATURE: AMBIENT 5 4 'F M,X 7 0 'F. AIR CONTENT ~.E OF SAM~a: 10: 25 ~ ~URC~ ~ CO,~: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~-I: N3~IIX~RE($): TRANSPORTED BY Reed %, SLUMP PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO.: 5 3 6 9 3 3 UNIT WEIGHT YIELD ,NC.ES PCF CF/CY m~m.mm~: (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 S,GN~D (1) City of Coppell/Mr. Lee Stone TEST METHOOS: ~ C $1. C ~. C 1~. C 1~, C 1~. C ~1. ~ C 1~ PAG; 3 OF 5 2424 STUTZ DRIVE · SUITE400 · DALLAS. TEXAS75235 · 214/350~5600 · (FAX)214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT 8 ~eNO.: 2317.5 Freeport North Slab - 100'N, 300'E of SW building corner ~,rr~rm,G,NEER: Gromatzky Dupree & Associates co~m,c~m: McFadden & Miller ~m~0Te M.E.P.C. American Properties ~TE: GEOTECHNICAL CONSULTANTS ' DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 8AMPI.ED BY: BY ORDER OF: 03/14/96 02/22 / 96OR~R NU~S~: 02/15/96 4000 PSI 460/510 yds M. Lawson Client (8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN. LABORATORY NUMBER FIELD NUMBER: FN021510 FN021511 131,300 28 4640 MAXIMUM LOAD. LBS: 89 , 400 AGE WHEN TESTED, DAYS: 7 3160 COMPRES~VE STRENGTH. P~: AVERAGE STRENGTH, FN021512 133,800 28 4730 TY~E~EAF~CONk~L(U.N.O.) Does comply with Specification 4690 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 57 74 ~ME OF sAMma: 11: O0 ~OU.CE OF CO~C.~E: TXI TRANSPORTED BY 02/16/96 'F. AIR CONTENT Reed ~t. UMP INCHES 4.50 PICK-UP CHARGE: u,x CODE: 39 ~CKET~.: 537069 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY msm,su~o,: (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 ~NED (1) City of Coppell/Mr. Lee Stone TE~METHODS: ~ C31, C~ C1~, Ct~, C1~, C~I, ORCl~ P~E 4 OF 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 RF. PO~T NO.: PROJECT: LOCATION: 8 Freeport North Piers -K-11, K-12, K-13, K-14, K-15 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: SPECIFICATION: QUANTITY REPRESENTED: 02/15/96 3000 PSI 10/10 yds ~~NGINEER: Gromatzky Dupree & Associates co.'n~c'roR: McFadden & Miller ~ORTED~ M.E.P.C. American Properties ~TE: SAMPLED BY: BY ORDER OF: o3/ 4/96 02/22/960,~R NUM~ F. Steadman Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FSLD NUMSE,: FN021501 FN021502 69,000 105,700 7 28 2440 3740 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 3670 TYPE~EAK:CONICAL~.N.O.) ~s: Does comply with Specification FN021503 101,600 28 3590 METHOD OF CURING: FIELD DAYS. LABORATORY FROM 1 TEMPERATURE: AMBIENT *F MIX 47 56 ~.E OF ~P~E: 10: 25 ~W~ ~NCE OF CO~CR~E: TX I TRANSPORTED BY 02/16/96 *F. AIR CONTENT Reed SLUMP INCHES 5.25 NO PICK-UP CHARGE: MIX CODE: 5 TICKET NO.: 5 3 6 9 7 3 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIX'FURE(S): mSm,SU~ON: (1) M.E. (1) McFadden & ~ (1) Gromatzky D~ (1) City of Cop~ (1) City of Cop~ 2424 STUTZ DRIVE UNIT WEIGHT YIELD PCF CF/CY · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 P.C. American Properties/Mr. Ro Ahmut~~~ 'iller/Mr. Jon Jacobson pree& Associates/Mr. Scott ell/Mr. Larry Davis McC SIGNE~ ell/Mr. Lee Stone TESTME'THOOS: ASTM C31, C39, C143, C173, C1~2, C2"Jt, ORC1064 pAGe= 5 OF,5