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Freeport NIP(4)-LR 960320 (3)REPORT NO.: PROJECT: U:~,ATtON: 19 Parkwest Floor slab A,qCHITECTiENQINEER: reed engineering CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: Commerce Center - II GEOTECHNICAL CONSULTANTS - grid line E.7-4.6 DATE CA~T: McFadden & Miller SPECIFICATION: OUANllTY REPRESENTED: · ~,MPt. ED BY: BY ORDER 0~: RE~TEO~: Myers & Crow Company, Inc. ~TE: 03/27/96mOER.UMBE.: 03/20/96 4000 PSI 130/810 yds R. Thompson Client (6 x 12 INCH) NOMINAL CYUNDER ~IZE: AREA-2~.2~ ~Q. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE W%IEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE ~TRENGTH. PSI: TYPE B~EAK: CONICAL (U.N.O.) REMARKS: PW032001 92,000 7 3250 LA.RATtY NUMBER PW032002 PW032003 28 28 METHOO OF CURING: FIELD DAYS. LABORATORY FROM TEMPERATURE: AMBIENT 'F MIX 43 56 TIME SAMPLE: 07: 40 A~P~ ~U,CE OF CO,CR~E: TX I 'F, TRANSPORTED BY 03/21/96 Reed AIR CONTENT %, SLUMP INCHES 5.50 NO PICK-UP CHARGE: M,X CCOE: 39 T~CKET NO.: 556747 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT YIELD PCF CF/CY DI$TRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard McFadden & Miller, Inc./Mr, Dave VanDemeer (i) (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige ~NED (1) City of Coppell/Mr. Lee Stone (1) C~:~t.y. of Cop]~ell~]a~Tear~%~i ~)~v~i~ C1., C1~, C192, C~1.~C1~ PAO~ i OF (~AX) 214/3§0-0019 4 REPORT NO.: PROJECT: LOCATION: 19 reed engineering Parkwest Commerce Center - II Floor slab - grid line E.4-7.8 GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JO~ NO.: 2700.1 DATE CAST: ~PECIFICATION: QUANTITY REPRESENTED: 03/20/96 4000 PSI 210/810 yds ARCHITECT/ENQINEER: ~JvlFLEDBY: R. Thompson co.~: McFadden & Miller n~oTe Myers & Crow Company, Inc. BY O~DER OF: C1 ient OATE: 03/27 / 960~DER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN. FIELD NUMBER: IdAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE BTRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW032004 102,400 7 3620 I.ABORAT~Y NUMBER PW032005 PW032006 28 28 METH~ OF CURING: FIELD DAYS, LAB(~:tATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 44 56 ~ME OF ~addPLE: 0 8: 3 5 SOURCE OF CONCRETE: TXI *F, TRANSPORTED BY 03/21/96 Reed AIR CONTENT lye, SI.UMP PiCK-UP CHARGE: INCHES 5.00 NO M~X coDE: 39 TICKETS.: 556832 FINE AGGREGATE: COARSE Ai~3REGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): UNIT WEIGHT PCF YIELD CF/CY O~BU~ON: (1) Myers & Crow Company, Inc./Mr. Richard (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige (1) City of Coppell/Mr. Lee Stone (11 cop ell , Z. c,., FAG ._OF _ (1) -- __ 2~.2~"~T-U~T~ DRIVE ~'%U~TE*~:~)-'~-T:).~,[I:/~, '~'~ '~)-2~5-;-2~,7:~,~:x~~ · (FAX)214/350-0019 19 REPORT NO.: Parkwest Floor slab reed engineering CONCRETE COMPRESSION TEST REPORT 2700.1 JO~ NO.: Commerce Center - II B.2-15.3 - grid line GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/20/96 4000 PSI 410/810 yds ARCHITE~NGINE~: co,~,c~m: McFadden & Miller R~DTO: Myers & Crow Company, Inc. DATE: · ~MPLED BY: BY ORDER OF: 03 / 27 / 96o~DER NUMBER: R. Thompson Client (6 x 12 INCH) NOMINAL CYLINDER 81ZE: AREA.28.2~ ~Q. IN. FIELD NUMBER: MAXIMUM LOAD. L~: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, P~I: AVERAGE ~TRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW032007 78,500 7 2780 LAB(~qAT~Y NUMBER PW032008 28 PW032009 28 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: ~ 0: 3 5 SOURCE OF CONCRETE: TX I RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM 'F MIX 48 59 *F, TRANSPORTED BY 03/21/96 AIR CONTENT Reed SLUMP INCHES 6.00 Yr~ NO PtCK-UP CHARGE: .,X COOE: 3 9 TICKET .O.: 5 5 7 0 5 8 UNIT WEK~HT PCF YIELD CF/CY ~m,E~: ( 1 ) C r o~V'~___~ Myers & Crow Com. pany, Inc./Mr. Richard (1) McFadden & Miller, Inc./Mr~ Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~m~.r~ ~.v~. c,,..c,,, c1,,. c~,.~c,~ PAGE 3 ~ 2424 ~U~ DRIVE · SUITE~ · DAL~,TE~75235 · 2~4/~5~SF~ · (FAX) 214/35~19 4 REPORT NO.: PROJECT: I. OCAT~ON: 19 ~.: 2700.1 Parkwest Commerce Center - II Floor slab - grid line B.6-9.2 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: OUANTITY REPRESENTED: 03/20/96 4000 PSI 610/810 yds ARCHITECT/ENGINEER: S~ED aY: R. Thompson McFadden & Miller · ¥ o,~, OF: Client Myers & Crow Company, Inc. DATE: 03/27/960~RNUMBSR: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 80. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRE~81VE STRENGTH, PSI: AVERAGE ~TRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW032010 "89,ooo 3150 ~RAT~Y NUMBER PW032011 PW032012 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF ~MPLE: SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: R.Y A~H: ADMIXTURE(B): 12:30 TXI DAYS, LABORATORY FROM TRANSPORTED BY 1 03/21/96 Reed eF MIX "F. AIR CONTENT ~, SLUMP 46 59 ALUM, PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO.: UNIT WEIGHT YIELD INCHES 4.50 NO 557259 PCF CF/CY D,~R,SU~O.: (1) Myers & Crow Company, Inc./Mr. Richard Crow (1) McFadden & Miller, Inc./Mr; Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIQ, ED (1) City of Coppell/Mr. Lee Stone (1) ~Ci.~ty.of Cop~ell~hm~~ ~v~ c14~...c. 1F3. 019~, C2~I. ORCI0~& (1) ....... '~' ""' ~ ..... -' ................ ' ......... 2424 STUTZ DRIVE · SUITE 400 · DALLAS, TEXAS 75235-;- 2~7~~~ · PAGe: 4 OF (FAX) 214/35C~0019 4