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Park West CC(1)-LR 950807McFadden & Miller Marc Myers reed engineering CONCRETE COMPRESSION TEST REPORT 16 2166.2 JOB NO.: Park West Commerce Center Floor slab - 630'S, 20'W of NE of building corner GE~i,'-CHNICAL CONSULTAN¥'J DATE CA~T: DATE: SPECIFICATION: QUANTITY REPRE,~.NTED: SAMPtED BY: 08/07/95 e¥ OR~, ~: 07/17/95 OflDEfl NUMBER: 07/10/95 3000 PSI 30/330 yds B. Lucas Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA.28~ SQ. IN. LABORATORY NUMBER PW071001 PW071002 PW071003 fiELD NUMBER: 84,900 118,000 120,000 MAXIMUM LOAD, LBS: 7 28 28 AGE WHEN TE~TED. DAYS: 3000 4170 4240 COMP. RESSIVE STRENGTH. PSI: 4210 AVERAGE STRENGTH. PSI: w,~ ~,~K= COR,C~,. CU.,.O.~ Does comply with Specification METHOD OF CURING: hELD I DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 7 3 'F MIX 8 5 · r~£c~s~u.~.~: 06: 20. FINE AGQREQATE: COARSE AGGREGATE: WATER: CEMEHT: Ft.Y ASH: TXI 07/11/95 m~.S~.~D .Y Reed 'F. ~Jn CONTENT %%° SLUMP 6.50 PiCK-UP CHARGE: Y~ M~X CODE: 39 ~C~T NO.: %IELD INCHES CF/CY msTmmm0.: (1) Marc Myers Company./M.r. ,.R. ich_ard C_r_ow_ (1) McFadden & Miller Construction/mr. Dave variue (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige 1 TEST METHODS: ASTM C 31, C 3~, C ,43. C 173. C 192. C 23,. OR C 1064 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O01~ 3 McFadden & Miller Marc Myers reed engineering CONCRETE COMPRESSIOHTEST REPORT 16 2166.2 · Park West Commerce Center Piers - A-19, A-18.5, A-18, A-17.5 GEU ~,-CHNICAL CONSULTANTS DATE: SAMPLED BY: 08/07/95 ,yoR~ROF: 07/17/95 ORDER NUM~ 07/10/95 3000 PSI 10/40 yds B. Woolwine Client {6 X 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.26 ~Q. IN. LABORATORY NUMBER PW071004 PW071005 PW071006 FIELD NUMBER: 85,900 114,500 119,000 MAXtMUId LOAD. LBS: 7 28 28 AGE WHEN TESTED, DAYS: 3040 4050 4210 COMPRESSNE STRENGTH, I~1: 4130 AVERAGE STRENGTH, PSb TYPE BREAK: CONk~AL (U.N.O.) Does comply with Specification REMARKS: METHOO OF CURING: FtELD TEMPERATURE: AMBIENT ~ o~ s~Mm~: 09: 10 ~u.~ ~ CO.C.~'E: TXI FINE AQQREQATE: COARSE AGGREGATE: WATEP; CEMENT: FLY A~H: I DAYS. LABORATO ,RY FROM 07 / 11 / 95 T~"~O-~ 8 0 'F MIX 82 'F, mn CONTENT UlXOOOE: ' 5 Reed ~uu, 5.00 ~K~P CHARGE: Y~ ~:~.: 414629 UNIT WEIGHT ~ YIELD CF/CY INCHES m~moR: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. Dave VanDeme (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige ~NED 2 TEST METHODS: ASTM C31, C~, 01~, C173, C192, C~I, ORCl~ P~ OF 2424STU'rZDRNE · SUITE400 · DALLAS, TEXAS75235 · 21~350-5600 · (FAX)21~350-O01~ 3 16 Park West Floor slab - 100'N, LODA~O~: building corner ARCHITECT/ENGINEER: McFadden & Miller CONTRACTOR: Marc Myers REPORTED TO:. reed engineering CONCRETE COMPRESSION TEST REPORT 2166.2 Commerce Center 10'W of SE GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/10/95 3000 PSI 170/330 yds ~M~DSY: B. Woolwine DATE: 08/07/95 sY~.OF: 07/17/95 ORDER NUMAR: Client (6 x 12 INCH) NOMINAl. CYLINDER SIZE: AREA.28.2~ SQ. IN. FIELD NUMBER: PW071007 85,000 MAXIMUM LOAD, LB~: 7 AGE WHEN TESTED, DAYS: 3010 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) Does comply with REMARKS: ~BORAT~Y NUMAR PW071008 PW071009 126,000 129,000 28 28 4460 4560 4510 Specification METHOD OF CURING: FIELD 1 DAYS. U~mXTORY F~O~ 07 / 11 / 95 TR~NS~,TE~ BY Re ed TEMPERATURE: AMBIENT 8 0 'F M~X 84 'F. mR com~m ~, SLUMP 4.50 INCHES TIME OF SAMPt. E: 09:40 SOURCE OF CO~R~rE: TX I MIX CODE: 39 PtCK-UP CHARGE: Y~ nCK~ NO.: 414341 FINE AGQREDATE: COARSE AGQREQATE: WATER: CEMENT: FLY A.gH: YIELD ms~mrr~: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. Dave (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNED 2424 STUTZ DRIVE · SUITE 400 ASTM C31, C39, C143, C173, C192, C231, ORC1064 · DALLAS, TEXAS75235 · 2141350-5600 3 3 · (FAX) 214/350-0019