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Freeport NIP(4)-LR 960304REPORT NO.: PROJECT: LOCATION: 10 reed engineering Parkwest Commerce Center - II Slab - 75'S, 25'W of NE building corner G EOI"ECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATIC~q: QUN~TITY REPRE~NTED: 03/04/96 4000 PSI 50/350 yds ARCHITECT/ENGINEER: ~AMPLED BY: F. Palmer OONTRACTOR: REPORTED TO:. McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: 04/01/96 03 / 11 / 96ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LB'S: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. P~I: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW030401 87,800 7 3110 LABORATORY NUMBER PW030402 125,000 28 4420 Does comply with Specification 4500 PW030403 129 , 500 28 4580 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF ~AMPLE: SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): Reed SLUMP 07:20 TXI 46 DAYS, LABORATORY FROM MIX *F, 58 TRANSPORTED BY o3/o5/ AIR CONTENT %, 5.00 PICK-UP CHARGE: MIX COOE: 39 TICKET NO.: 547333 UNIT WEIGHT PCF YIELD CF/CY INCHES NO O,~m,mU~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) ~C,l~ty.of Cop~ell~~.r~ ~.v~. c,~..c,~, c,,z c~,.~Cl~ p~ 1 ~ 7 2424 ~U~ DRIVE · SU~T~- ;--D~, ~-~ ~%~5-;-2~7~~- · {FAX) 214/35~19 REPORT NO.: PROJECT: LOCATION: 10 reed engineering Parkwest Commerce Center - II Paving - 50'N, ll0'W of NW building corner GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 dOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/04/96 3000 PSI 40/370 yds ARCHITECT/ENGINEER: SAMPLED BY: F. Palmer CONTRACTOR: REPORTED TO:. McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: 04/01/96 0 3 / 11 / 9 6ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER ,SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD. LB~: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PS~: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW030404 87,600 7 3100 LABORATORY NUMBER PW030405 97,500 28 3450 Does comply with Specification PW030406 94,500 28 3340 3400 METHOO OF CURING: FIELD DAYS. LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 47 61 TIME OF ~AMPLE: 0 7: 5 0 AM~ SQURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): Reed SLUMP °F, TRANSPORTED BY 03/05/96 AIR CONTENT 5.20 PICK-UP CHARGE: INCHES 5.25 NO M,X COOE: 9643 TICKET NO.: 547339 UNIT WEIGHT PCF YIELD CF/CY O,STR,BUnO.: (1) 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 Cop~ell~m~e~r~ ~%v~. c,~..c,~, c,o2. C231. OR01064 PAGI= 2 OF 7 (1) C'~_ricn ~ Dlot_- 5 _~__~_~ccintc_", !nc_,'~r_ ~..~__ ~T~' ......... 2424 STUTZ DRIVE · SUITE 400 · DALLAS, TEXAS 75235- · 2'~47:~50:~)- · (FAX) 214/350-0019 10 2700.1 REPORT NO.: QB NO.: Parkwest Commerce Center - II Slab - 345'S, 35'W of NE building uxa~oN: corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/04/96 4000 PSI 170/350 yds ARCHITECT/ENGINEER: ~AMPLED BY: F. Palmer co~: McFadden & Miller R~TEOTO: Myers & Crow Company, Inc. BYeRS. OF: Client 04/01/96 DATE: 03 / 11/960~OER ,UMBER: (6 x 12 INCH) NOIdINAL CYLINOER SIZE: AREA-2~.2~ SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRE~81VE STRENGTH, PSI: AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER PW030407 PW030408 PW030409 76,700 107,200 111,100 7 28 28 2710 3790 3930 Does not comply with specification 3860 METHOO OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT "F MIX 53 61 TIME OF SAMPLE: 09: 00 A~ SOURCE OF CONCRETE: TX I TRANSPORTED BY 03/05/96 Reed AIR CONTENT e/a, SLUMP 5.50 PICK-UP CHARGE: CODE: 39 TICKET NO.: 547472 INCHES NO FINE AGGREGATE: COARSE A~REOATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY OIST~,aUT,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 (1) City of Coppell/~A~r~ ~V~, C143,.C173, C192, C231, O"C1064 PAGE 3 OF (1) ~'~-'-~ * Diet-" r_ Auuooi~_t~__~, In_- .... r. ~"= '~" ......... 2424 STUTZ DRIVE · SUITE4(X) · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX)214/3504~019 7 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 10 JOBNO.: 2700.1 Parkwest Commerce Center - II Paving - 45's, 85'W of NW building corner DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/04/96 3000 PSI 200/370 yds ARCHITECT/ENGINEER: SXM~.ED sY: F. Palmer C,C~4TRACTOR: REPORTED T~k McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: 04/01/96 03 / 11 / 96ORDE. HUMBER: Client (e 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: PW030410 85,600 7 3030 ~T~Y NUMBER PW030411 112,000 28 3960 Does comply with Specification PW030412 117,500 28 4160 4060 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 'F MIX 60 65 TIME OF ~AMPLE: 10: 10 AM~ ~OURCE OF CONCRETE: TX I 'F, TRANSPORTED BY 03/05/96 AIR CONTENT 0,%, 5.10 Reed SLUMP 4.50 PICK-UP CHARGE: M.X CODE: 96 43 TICKET NO.: 547654 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (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 aG, D (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~m~r~ ~v~ c,~. c,73. c,~. C~,.ORCl~ P,e; 4 OF 7 2~.2 ~.T.%~.i~ ...................................... = -- DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX]214/350-(X)19 REPORT NO.: PROJECT: LOCATION: 10 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Slab - 575'S, 40'W of NE building corner CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/04/96 4000 PSI 340/350 yds ARCHITECT/ENGINEER: ~AMPLED BY: F. Palmer CONTRACTOR: REPORTED TO.' McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: o4/o /96 03 / 11 / 96o~o~. NUMBER: Client (6 x 12 INCH) NOMINAL CYUNDER 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: PW030413 91,600 7 3240 LABORATORY NUMBER PW030414 130,000 28 4600 Does comply with Specification 4570 PW030415 128,500 28 4540 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT °F MIX 63 68 11ME OF SAMPLE: 10: 45 AM~ SOURCE OF CONCR~: TX I TRANSPORTED BY 03/05/96 AIR CONTENT Reed SLUMP INCHES 4.50 NO PICK-UP CHARGE: M*X CODE: 3 9 TICKET NO.: 547719 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,Sm,BU~ON: (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 S,ON-'.'~ (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~H&oar~ ~V~q~ C143. O173, C192, 0~1.~C1~ p~ 5 ~ 7 (1) -- _ '::. ,'": .... 2 I % ~&~EX~235 · 214/35~56~ · (FAX) 214/35~19 reed engineering CONCRETE COMPRESSION TEST REPORT 10 REPC~T NO.: PROJECT: Paving - 150'S, 50'W of NW · OC*~ON: corner 2700.1 JOB NO.: GEOTECHNICAL CONSULTANTS DATE CAST: II SPECIFICATION: building QUANTI'r~ REPRESENTED: 03/04/96 3000 PSI 310/350 yds ARCHITECT/ENGINEER: SAMPLED BY: F. Palmer coNm~oR: McFadden & Miller ,~ORTED~: Myers & Crow Company, Inc. BY ORDER OF: o4/o ./96 03 / 11 / 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: PW030416 82,600 7 2920 Does comply with LABORATORY NUMBER PW030417 97,900 28 3460 3550 Specification PW030418 102,900 28 3640 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPt. E: ,SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 12:10 TXI DAYS, LABORATORY FROM TRANSPORTED BY 1 03/05/96 Reed eF MIX DF, AIR CONTENT ~, SLUMP INCHES 65 69 5.00 4.75 AM~M, PICK-UP CHARGE: YE,~ NO M~X CODE: 9643 TICKET NO,: 547834 UNIT WEIGHT PCF YIELD CFICY D,~R,BU~N: (1) Myers & Crow Company, Inc./Mr. Richard Cro~~/ (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~4~,~.r~ ~.v~. c,~. c,~. c,g2. c~,.oRc,~ 2~24 STUTZ DRIVE · SU~T~)- ;--Ok[[~S, ~.~ ~5~35- ;--2~5~6~:)- · (FAX) 214/350-0019 7 REPORT NO.: PROJECT: LOCATION: 10 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Piers - A.5-30, B-30, B.5-30, C-30, C.5-30 CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUAHTITY REPRESENTED: 03/04/96 3000 PSI 10/70 yds ARCH~ECT~NGINEER: coN~CT~: McFadden & Miller R~m~OTe Myers & Crow Company, Inc. DATE: SAMPLED BY: BY ORDER o4/o /96 03/ll/96~RNU,EER: R. Thompson Client (~ 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: PW030419 75,800 7 2680 LABORATORY NUMBER PW030420 105,100 28 3720 Does comply with Specification PW030421 109,000 28 3860 3790 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT eF MIX 69 73 ~ME OF ,~M~IPLE: 10: 00 AM~ SOURCE OF CONCRETE: TX I *F, TRANSPORTED BY 03/.05/96 AIR CONTENT %, Reed SLUMP INCHES 5.75 PICK-UP CHARGE: YF..~ NO M~X CODE: 5 TICKET NO.: 547624 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTe)N: (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~L~ c,~. c,~. c,,,. c~,.o,c,~ PAGE (1) C'Er±=n ~ _~iat: ...... " ....... ,'.~:r '~'"= 2424 STUTZ DRIVE · S -~- ,TEXAS75235 · 214/350o5600 · (FAX) 214/350-0019