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Park West CC(09)-LR 96031110 REPORT NO,: PROJECT: LOCATION: corner ARCHITECT/ENGINEER: coNTRA~o,: McFadden & Miller .~TEDTO: Myers & Crow Company, Inc. reed engineering Parkwest Commerce Center - II Slab - 75'S, 25'W of NE building GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO,: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/04/96 4000 PSI 50/350 yds SAMP~EDBY: F. Palmer BY ORDER OF: C1 ient OATE: 0 3/11/9 6ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DABS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O,) REMARKS: PW030401 87,800 7 3110 LABORAT~Y NUMBER PW030402 PW030403 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 07:20 SOURCE OF CONCRETE: TX I 1 46 DAYS, LABORATORY FROM MIX 58 OF, TRANSPORTED BY 03/05/96 Reed AIR CONTENT %, SLUMP 5.00 PICK-UP CHARGE: M~X COOE: 39 TICKET NO.: 547333 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMiXTURE(S): UNIT WEIGHT PCF YIELD CFICY & Crow Company, Inc./Mr. Richard DISTRIBUTION: ( 1 ) Myers (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 City of Coppell~ETH~r~ ~.v~. c,~..c,~, c~. C~,,ORC,~ PAGE 1 OF 7 ~ O'S-rich + Diet_- ~_ A-~ccci?-te-~, ~ '~ 2424 STUTZ DRIVE ' SUITE400 · DALLAS,~A~5-235 · 214/35(~S600 · (FAX) 214/35~O019 10, REPORT NO.: Parkwest PROJECT: Paving - LOC*nON: corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: Commerce Center - II SPEClFIOAT~N: 50'N, ll0'W of NW building QUANTITY REPRESENTED: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller RE~RTEDTO: Myers & Crow Company, 03/04/96 3000 PSI 40/370 yds SAMPLED BY: F. Palmer BY ORDER OF: C 1 i e nt Inc. DATE: 0 3 / 1 1 / 9 6ORDE. NU.SER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DA~S: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW030404 87,600 7 3100 LABO~TORY NUMBER PW030405 PW030406 28 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT "F MIX 47 61 TIME OF SAMPLE: 0 7: 5 0 AM/P~ SOURCE OF CONCRETE: TXI TRANSPORTED BY 03/05/96 °F, AIR CONTENT %, 5.20 Reed SLUMP PICK-UP CHARGE: 5.25 M,X CODE: 9643 TICKET NO.: 547339 INCHES NO FiNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): O,STR,BUnO,: (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 SIGNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~~.r~ ~3~,V~, C143, C173, C192, C231, ORC1064 2424 STUTZ DRIVE UNIT WEIGHT PCF YIELD CF/CY PAGE 2 OF · SUITE400 · DALLAS, TEXAS75235 ~--2~14~50~:)0 · (FAX) 214/350-0019 REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller RE~RTEDTO: Myers & Crow Company, Inc. 2700.1 10 JOBNO.: Parkwest Commerce Center - II Slab - 345'S, 35'W of NE building corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/04/96 4000 PSI- 170/350 yds B~PLEDBY: F. Palmer BY ORDER OF: C1 lent DATE: 03 / 11 / 960"DER 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: PW030407 76,700 7 2710 LABORATORY NUMBER PW030408 PW030409 28 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 53 61 TIME OF SAMPLE: 0 9 : 0 0 A~P~ SOURCE OF CONCRETE: TX I TRANSPORTED BY 03/05/96 AIR CONTENT Reed SLUMP INCHES 5.50 NO PICK-UP CHARGE: UlX COOE: 39 TICKET' NO.: 5 4 7 4 7 2 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY · . Richard DISTRIBUTION: (1) Myers & Crow Company, Inc /Mr C~jF~;,/ (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr· Alan Williams (1) AECC, Inc./Mr. Andy Brundige s (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~ETH~.r~ ~,v~, ciG. c173, c192, C~I. ORCI~ PAGE 3 OF 7 (1) O~gri^~ * Di?t~ ~ A~cc?~te~, !nc_,/~_ n~,~ ~ ......... ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019 REPORT NO.: ~ 0 Parkwe s t PROJECT: Paving - LOCAllON: C O rne r ARCH~FECT/~NGINEER: CONTRACTOR: McFadden & Miller ,E~TEDTO: Myers & Crow Company, reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOSNO.: 2700.1 Commerce Center - II 45's, 85'W of NW building Inc. DATE: DATE CAST: 03 / 04 / 96 3000 PSI SPECIFICATION: 200/370 yds QUANTITY REPRESENTED: SAMPLED BY: F. Palmer s¥ ORDER OF: C1 ient 03 / 11 / 96ORDER NUMSER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAgS: COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW030410 85,600 7 3030 LABO~TORY NUMBER PW030411 28 PW030412 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF ~AMPLE: 10: 10 SOURCE OF CONCRETE: TX I 6O DAYS, LABORATORY FROM MIX 65 TRANSPORTED BY 03/05/96 AIR CONTENT %, 5.10 MIX CODE: 9 6 4 3 Reed SLUMP PICK-UP CHARGE: INCHES 4.50 NO TICKET NO.: 5 4 7 6 5 4 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF~Y DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard C] (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) C~ity of ~Co~l~E~&ear~ E~v~ c,~. C173. C192. C231, ORC1064 PAG~ 4 OF . (1) 2~2~DRIVE · SUITE4OO · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35~O019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 10 2700.1 REPORT NO.: JOB NO.: Parkwest Commerce Center - II PROJECT: Slab - 575'S, 40'W of NE building LOCAT~N: corner DATE CAST: SPECIFICA~ON: QUANTITY REPRESENTED: 03/04/96 4000 PSI 340/350 yds ARCHITECT/ENGINEER: SAMPLED BY: F · Palmer CONTRACT~: McFadden & Miller BY ORDER OF: Client REPORTED TO: Myers & Crow Company, Inc. OATE: 03 / 11 / 960~OER NUUSER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN, FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DA~S: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U,N.O.) REMARKS: PW030413 91,600 7 3240 LABORATORY NUMBER PW030414 PW030415 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 10:45 SOURCE OF CO. CRETE: TXI DAYS, LABORATORY FROM eF MIX 63 68 °F, TRANSPORTED BY 03/05/96 AIR CONTENT Reed SLUMP 4.50 PICK-UP CHARGE: .,x CODE: 3 9 TICKET NO.: 5 4 7 719 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DIST,IBUnON: (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~ ~.vg~, C143,.C173, C192, C~I,ORCl~ PAGE (1) C'2ric_n * Dietz 5 A~ccinte~, T~ '~ ~,,~ ~T~ 2424 ~U~ DRIVE · SUITE ~ · DALES, ~-~ ~%~5- ;--Z47~5~- · (FAX) 214/35~19 reed engineering CONCRETE COMPRESSION TEST REPORT 10 -,os,o.: 2700.1 Parkwest Commerce Center - II Paving - 150'S, 50'W of N-W building corner DATE: REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller Ra~mTEDTO: Myers & Crow Company, Inc. GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTIT~ REPRESENTED: SAMPLED BY: BY ORDER OF: 03 / 11 / 96~R NUMBER: 03/04/96 3000 PSI 310/350 yds F. Palmer Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DA{'S: COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL ;U.N.O.) REMARKS: PW030416 82,600 7 2920 ~BO~TORY NUMBER PW030417 28 PW030418 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 'F MIX 65 69 TIME OF SAMPLE: 12 : 10 A~M, ,SOURCE OF CONCRETE: TX I 'F. TRANSPORTED BY o3/o5/96 AIR CONTENT 5.00 Reed SLUMP INCHES 4.75 NO PICK-UP CHARGE: M~X COOE: 9 6 4 3 TICKET NO.: 547834 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DISTRIBUTION: UNIT WEIGHT PCF YIELD CFICY (1) Myers & Crow Company, Inc./Mr. Richard CCr~'~~___ (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIG~ED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/~ET.~.r~ ~.v~. c,~. C173, C192, C231. ORC,064 PAGE 6 ,OF 7 (1) O'Ur~e? * Dior? r. A_~_~cc~tcc. Inc_/Mr_ Q,,~,,q_ Nr-: ......... 2424 STU~-Z DRIVE · SUITE 400 · DALLAS, TEXAS 75235- ·--2~4~50~58~)- · (FAX) 214/350-0019 reed engineering REPORT NO.: PROJECT: Piers- A.5-30, B-30, B.5-30, C-30, · OC^T~N: C. 5 - 3 0 GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 10 JOS NO.: 2 7 0 0. 1 DATE CAST: Parkwest Commerce Center - II- SPECIFICATION: QUANTITY REPRESENTED: 03/04/96 3000 PSI 10/70 yds ARCHITECT/ENGINEER: SAMPLED SY: R. Thompson CO,TNACTOR: McFadden & Miller BYORDEROF: Client RE~RTEDTO: Myers & Crow Company, Inc. DATE: 03/11/96ORDER NUMeER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DA~$: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N,O.) REMARKS: PW030419 75,800 7 2680 LABORATORY NUMBER PW030420 PW030421 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 10:00 DAYS, LABORATORY FROM 1 eF MIX 69 73 AMIP~ SOURCE OF CONCRETE: TX I TRANSPORTED BY 03/05/96 AIR CONTENT %, Reed SLUMP 5.75 PICK-UP CHARGE: MIX COOE: 5 TICKET NO.: 547624 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Crc (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~ETH~r~ ~V~. C,43. C'73. C'92, C231. ORC1064 PAGE 7 OF 7 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35(~0019