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Park West CC(09)-LR 9603133 REPORT NO.: PROJECT: Inlet - STA 4+53, line D LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller R~,ORTEDTO: Myers & Crow Company, Inc. reed engineering Parkwest Commerce Center - II GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: o2/14/96 3000 PSI 5/5 yds SAMPLED BY: T. Pickens DATE: BY ORDER OF: o3/13/96 02 / 21 / 96ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW021401 102,700 7 3630 ~BORATORY NUMBER PW021402 99,700 7 3530 3580 Does comply with Specification PW021403 129,100 28 4570 PW021404 129,400 28 4580 4580 METHOD ~ CURING: FIELD DAYS, ~BORATORY FROM 1 02/15/96 TEMPERATURE: AMBIENT 7 8 °F M~X 8 1 'F, nME OF SAM.LE: 03: 06 A~M, SOURCE OF CONCRETE: P i one e r TRANSPORTED BY AIR CONTENT Reed SLUMP 2.75 PICK-UP CHARGE: MIX CODE: 9339 TICKET NO.: 421793 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): UNIT WEIGHT PCF YIELD CF/CY O,ST,,BUT'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 S,GNE~ (1) City of Coppell/Mr. Lee Stone ~ City of Coppell~~.r~ ~y$~. C143..C173. C192, C231, ORC1064 PAGE 1 OF 1 2424 STU~ DRIVE · SUITE~ · DALES, TE~ 75235 · 21~5~-' (FAX)214/35~19 12 REPORT NO.: Parkwest Slab - 60'S, L~A~N: corner reed engineering CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: Commerce Center - II 80'W of NE building GEOTECHNICAL CONSULTANTS ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller ,E~mTEDTO: Myers & Crow Company, DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/06/96 4000 PSI 50/420 yds SAMPLED BY: F. Palmer Inc. DATE: BY ORDER OF: 03 / 13 / 96 ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, OAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW030601 87,300 7 3090 LA~RATORY NUMBER PW030602 28 PW030603 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 07: 25 SOURCE OF CONCRETE: TXI 1 58 DAYS. LABORATORY FROM *F MIX 66 AMIRS, TRANSPORTED BY 03/07/96 °F, AIR CONTENT Reed SLUMP 6.50 PICK-UP CHARGE: MIX CODE: 39 TICKET NO.: 549349 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S}: UNIT WEIGHT PCF YIELD CFICY DISTRIBUTION ~ : (1) Myers & Crow Company, Inc./Mr. Richard Cr (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~~.r~ ~y$~, c~, c173. c192, C231, ORC1064 PAOE_Q=__OF _ (1) r3'~-~ W r~-- c. ~-~ T~- .... ,/~ ............... ~,,,~ ~T-; ......... .~-- 2424 STUTZ DRIVE · SUITE4OO · DALL~S, TEXAS 75235- a 214/35~5600 · {FAX) 214/35~0019 REPORT NO.: PROJECT: LOCA'nON: corner ARCHITECT/ENGINEER: CONTRACTOr: McFadden & Miller R~OnTEOTO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 12 JO~ NO.: 2700. 1 DATE CAST: Parkwest Commerce Center - II SPECIFICATION: Slab - 300'S, 70'W of NE buildinD QUANTITY REPRESENTED: 03/06/96 4000 PSI 210/420 yds SAMPLEDBY: F. Palmer DATE: BY ORDER OF: client 03 / 13 / 96on~R NUMBER: (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE BTRENGTH. PSI: AVERAGE STRENGTH, PS1: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW030604 92,600 7 3280 LABORATORY NUMBER PW030605 PW030606 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 8 : 5 0 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 03/07/96 Reed *F MIX CF, AIR CONTENT ~, SLUMP INCHES 53 68 5.50 AM/P:~ PICK-UP CHARGE: YB~ NO MIX CODE: 3 9 TICKET NO.: 5 ~: 9 515 UNIT WEIGHT PCF YIELD CF/CY D,Sm,BUT,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 BrundiDe maNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~ETH~.r~ ~3%V~, C143, C173. C192. C231. ORC1064 PAGE 2 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/350-0019 REPORT NO.: PROdECT: LOCA'T~ON: reed engineering CONCRETE COMPRESSION TEST REPORT 12 JOB NO.: Parkwest commerce Center Slab - 580'S, 60'W of NE corner ARCHITECT/ENGINEER: CONTRACTO.: McFadden & Miller ,~O, TEDTO: Myers & Crow Company, 2700.1 GE~ECHNICAL CONSULTANTS - II DATE CAST: building SPECIFICATION: QUANTIFY REPRESENTED: 03/06/96 4000 PSI 390/420 yds S~EDBY: F. Palmer Inc. BY ORDER OF: C 1 ient DATE: 0 3/13/9 6ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW030607 91,700 7 3240 LABORATORY NUMBER PW030608 PW030609 28 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT eF MIX 53 67 TIME OF SAMPLE: 10 : 35 SOURCE OF CONCRETE: TX I °F. TRANSPORTED BY 03/07/96 AIR CONTENT Reed, SLUMP INCHES 5.50 YF~ NO PICK-UP CHARGE: MIX CODE: 39 TICKET NO.: 549715 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY & Crow Company, Inc./Mr. Richard Cr . DISTRIBUTION: (1) Myers (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'43 C173, C192. C231, ORC1064 PAGE 3 OF (1) ~'Prie?_ * Diet_- ,-_ ~R~;o~' +'~ '/M~ ~,,~ 2424 STUTZ DRIVE · SUITE400 · DALLP~S, TEXA~75235 · 214/35(~56~)0 · (FAX) 214/3504)019 4 12 REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller ,E~DTO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: Piers - B-12, B-II, B-10, B-9 and B-8 DATE: 03/06/96 3000 PSI 10/53 yds QUANTITY REPRESENTED: SAMPLED BY: m. Thompson BY ORDER OF: C1 ient 0 3 / 13 / 9 6 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE ~rRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW030610 86,000 7 3040 LABORATORY NUMBER PW030611 PW030612 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 8 : 3 0 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 03/07/96 Reed 6 4 'F MIX 6 2 'F. AIR CONTENT %, SLUMP 5. 2 5 INCHES AMIP~, PICK-UP CHARGE: Y~ NO MIX CODE: 5 TICKET NO.: 5 4 9 4 6 0 UNIT WEIGHT PCF YIELD CFICY O,STR,BUT,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 S,G..ED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~H~.r~ p~.v~, c,~..c,~, c,9~. C=,,ORC~ PAGE 4 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~56~00 · (FAX) 214/35(~O019