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Park West CC(09)-LR 960318REPORT NO.: PROJECT: LOCATION: 5 reed engineering GEOTECHNICAL CONSULTANT~ Parkwest Commerce Center - II Inlet walls - Line C STA 0+13 CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/19/96 4500 PSI 9/9 yds ARCHITECT/ENGINEER: CO~T~CTO~: McFadden & Miller RE~mTEDTO: Myers & Crow Company, Inc. DATE: SAMPLED BY: M. Lawson BYORDEROF: Client 03/18/96 0 2/2 6 / 9 6ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N,O.) REMARKS: PW021901 93,800 7 3320 LABORATORY NUMBER PW021902 122,500 28 4330 Does not comply with specification PW021903 125,500 28 4440 4390 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 'F MIX °F, 78 80 TIME OF SAMPLE: 02: 30 .~'M, SOURCE OF CONCRETE: Pioneer TRANSPORTED BY 02/20/96 AIR CONTENT Reed SLUMP PICK-UP CHARGE: MIX CODE: TICKET NO.: INCHES 2.00 NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,SmmUT,ON: (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 s,0~O' t - (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/~T,~.r~ ~.V~0~. C143, C173, C192, C23'1, OflC1064 PAGI~ 1 OF 1 (1) 01Pri~ * Diet~ ~ ~ .... 4"'"""""" T,n,-, /,,,',-,,- P'_:d_ _~Ti_~vcr_=er 2424STUTZDRIV[ · SUIT[400 ·DALLAS, T[XAS75235 · 214/35(~5800 · (FAX)214/35(~0019 REPORT NO.: PROJECT: LOCATION: 14 JOaNO.: 2700.1 Parkwest Commerce Center - II Slab - grid E.5-29.5 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIRCATION: QUANTITY REPRESENTED: 03/11/96 4000 PSI 10/420 yds ARCHITECT/ENGINEER: SAMPLED SY: R. Thompson coN~moR: McFadden & Miller nE~TEDTO: Myers & Crow Company, Inc. DATE: BY ORDER OF: C 1 i ent 03 / 18 / 96ORDER NUMSER: (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: PW031101 91,700 7 3240 LABORATORY NUMBER PW031102 PW031103 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7: 3 0 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 03/12/96 Reed "F MIX 'F, AIR CONTENT %, SLUMP INCHES 42 53 4'75 AM/P~ PICK-UP CHARGE: YF~ NO M,X CODE: 3 9 TICKET .0.: 5 5 0 6 6 9 UNIT WEIGHT PCF YIELD CF/CY SIGNE~ DSTR,eU~O,: (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 (1) City of Coppell~m~.r~%~ ~7.v~. c~,.c,73, c,e2, C231,ORC1064 PAG; 1 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLaS, TEXAS75235 · 214/350-56~00 · (FAX) 214/350-0019 reed engineering REPORT NO.: PROJECT: LOCATION: GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 14 JOB .O.: 2700 · i DATE CAST: Parkwest Commerce Center - II SPECIFICATION: Piers- D-il, D-12, D-l_4, D-15, E-15 & E - 14 QUANTITY REPRESENTED: 03/11/96 3000 PSI 10/50 yds ARCHITECT/ENGINEER: SAMPLED BY: m. Thompson CO.TRACTOR: McFadden & Miller BYORDEROF: Client REPORTED TO: Myers & Crow Company, Inc. DATE: 03 / 18 / 9 60~OER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-Z8.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW031104 95,000 7 3360 LASORAT~Y NUMBER PW031105 PW031106 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF ~MPLE: 0 9: 1 0 SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 03/12/96 Reed eF MIX CF, AIR CONTENT %. SLUMP INCHES 46 57 5.75 ^~py: P,c~.uP C.~RGE: YS~ ,O TX I M,X COOE: 5 TICKET NO.: 550835 UNIT WEIGHT PCF YIELD CFICY DISTRIBUTION: (1) (1) (1) (1) (1) Myers & Crow Company, Inc./Mr. Richard McFadden & Miller, Inc./Mr. Dave VanDemeer Comerica Bank/Mr. Alan Williams AECC, Inc./Mr. Andy Brundige SIGNED City of Coppell/Mr. Lee Stone City of Coppell~ETH~e~r~ ~v~. C143,.C173, C192. C231. ORC1064 PAGE 2 OF 2~,24T~T-U:I~ DRI~E-~--SU~T~X~)-~--D~,~.I~S, ~-X~ ~-235- ;--2:14~50:~)- · (FAX)214/350-0019 4 reed engineering REPORT NO.: PROJECT: LOCATION: CONCRETE COMPRESSION TEST REPORT 2700.1 14 JOBNO.: Parkwest Commerce Center - II Slab - grid E.3 - 23.8 GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: o3/ /96 4000 PSI 160/420 yds ARCHITECT/ENGINEER: ~AMPLED BY: R. Thompson CONTRACTOR: McFadden & Miller REPORTED TO: Myers & Crow Company, Inc. BYOR~R~: Client DATE: 03 / 18 / 9 6ORDER 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 STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW031107 90,000 7 3180 LA~RATORY NUMBER PW031108 PW031109 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 1 0 : 0 0 ~OURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: wATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 03/12/96 Reed °F MIX OF, AIR CONTENT %%, SLUMP INCHES 53 60 6.00 AM/P~: PICK-UP CHARGE: Y6~ NO TXI MiX CODE: 39 TICKET NO.: 550930 UNIT WEIGHT PCF YIELD CF/CY DISTR,BU~ON: (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 ~GNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~m~r~ D~%v~. c143..c173, c192. C231. ORC,064 PAG; 3 ~ 4 (1) O'S_rich + Diet: ~_ A:-~ccimte-~, Inc./?_r_ ':'-'~ '~' ......... 2424 STU1-Z DRIVE · SUITE 400 · DALLAS, TEXAS 75235- ·- 2~4~:~50:~<~- · (FAX} 214/350-001~ REPORT NO.: PROJECT: LOCATION: 14 reed engineering Parkwest Commerce Center - II Slab - grid E.7 - 19.3 GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTFF%' REPRESENTED: 03/11/96 4000 PSI 310/420 yds ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller RS~mTEDTO: Myers & Crow Company, Inc. SAMPLED BY: m · Thompson BY ORDER OF: C1 ient DATE: 03 / 18 / 9 6ORDER 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 STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW031110 88,500 7 3130 LA.RATtY NUMBER PW031111 PW031112 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT ~IME OF EAMPLE: 1 2 : 0 0 SOURCE OF CONC.ETE: TXI FtNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): INCHES 5.25 NO 59 DAYS, LABORATORY FROM TRANSPORTED BY 03/12/96 Reed MIX eF. AIR CONTENT %, SLUMP 64 AM~M, PICK-UP CHARGE: M,X CODE: 39 TICKET NO,: 551148 UNIT WEIGHT PCF YIELD CF/CY D,Sm,BUT,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 SIGNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~m~.r~ ~V~, C,43,.C173, C192, C23tORC'064 PAGE 4 OF 4 (1) O'2rien + Diet_- £ A_~-~cci?_tc-~, lnc.,/_~_r. ~_,3_d ~ ......... 2 2 U DR VE · SU TE · D S,T S?S23S ·