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Freeport NIP(4)-LR 960305REPORT HO.: PROJECT: LOCATION: 11 reed engineering Parkwest Commerce Center - II Slab - 640'S, 30'E of NW building corner GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/05/96 4000 PSI 50/350 yds ARCHITECT/ENGINEER: SA~Pt~D BY: F. Palmer CONTRACTOR: REPORTED TO: McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: 04/02/96 03 / 12 / 96ORDER NUMAR: Client (S x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. RELD NUMBER: · MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW030501 89,400 7 3160 LABORATORY NUMBER PW030502 118,800 28 4200 Does comply with Specification 4220 PW030503 119,900 28 4240 METHCO OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX °F. 65 73 OF SAMPLE: 07: 45 SOURCE OF OONCR~E: TX I TRANSPORTED BY 03/06/96 AIR CONTENT M~X CCOE: 3 9 Reed %, SLUMP PICK-UP CHARGE: TICKET NO.: INCHES 5.50 Y~ NO 548380 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY 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 SIGNE, (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~~r~ SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · {FAX) 214/350-0019 REPORT NO.: PFK)JECT: LOCATION: 11 reed engineering Parkwest Commerce Center - II Slab - 415'S, 40'E of NW building corner CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE OAST: SPECIFICATION: QUANTrF~ REPRE~NTED: GEOTECHNICAL CONSULTANTS 03/05/96 4000 PSI 160/350 yds ARCHITECT/ENGINEER: S~DBY: F. Palmer CONTRACTOR: REPORTED TO:. McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: 04/02/96 03 / 12 / 96ORDER NUMSER: 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 SREAK: CONICAL (U.N.O.) REMARKS: PW030504 90,600 7 3200 LA~RATORY NUMBER PW030505 129,800 28 4590 Does comply with Specification PW030506 130,900 28 4630 4610 METHOD OF CURING: FIELD DAYS. LABORATORY FROM 1 TEMPERATURE: AMBIENT *F MIX 70 68 TIME OF SAIVlPLE: 0 9: 15 SOURCE OF CONCRETE: TX I °F, TRANSPORTED BY 03/o6/96 AIR CONTENT Reed SLUMP 5.50 PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO.: 54 8524 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CFICY asm,mmo,: (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) City of Coppell~m~r~ [~%v~. c14~..c173, c19,. C~I. ORCl~ 2424 ~U~ DRI~-;-%U?T~- ;--Dk[~, +~ ~%35- ;-2~73~~- · (FAX) 214/3~19 p~; 2 OF 4 REPORT NO.: PROJECT: LOCATION: 11 reed engineering Parkwest Commerce Center - II Slab - 90'S, 30'E of NW building corner GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO,: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/o5/96 4000 PSI 310/350 yds ARCHITECT/ENGINEER: S~PLEDBY: F. Palmer CONTRACTOR: REPORTED TO: McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: 04/02/96 03 / 12 / 960~DE. Client (8 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, PSh TYPE SNEAK: CONICAL (U.N.O.) REMARKS: PW030507 95,500 7 3380 LABORATORY NUMBER PW030508 139,000 28 4920 Does comply with Specification PW030509 134,700 28 4760 4840 METHOO OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 74 76 TIME OF 11: 15 SOURCE OF CONC.ETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY 03/06/96 Reed AIR CONTENT q~. SLUMP 'F, PICK-UP CHARGE: 4.75 MIX COOE: 3 9 TICKET NO.: 5 4 8 7 3 2 UNIT WEIGHT PCF YIELD CF/CY INCHES NO ~GNE~ DmmmuTION: (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%C~.~ty.of ~Cop~pe~].l~i"~E~.H(Tl~ ,rA~_~3~,Vc~ C143,,~C. 173. Cl., C~I, ORCl~ .~. 3 ~ ~ (1) ..................... ~ --~ .... --~ 2~2~%~ DR,~- ~- %UFT~- ~-5~E~S, ~ ~%~5-;-2i~7~~- · (FAX) 214/35~19 11 2700.1 REPORT NO.: JOB NO.: Parkwest Commerce Center - II PROJECT: Piers- G-28.5, G-28, G-27.5, G-27 and · OCA~ON: G- 26.5 reed engineering GEOTECHNICAL cONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/05/96 3000 PSI 10/54 yds ARCHITECT/ENGINEER: co.~.~cTo~: McFadden & Miller RE~TEDTO: Myers & Crow Company, Inc. DATE: 8AMPLEDBY: R. Thompson BY O,~R OF: Client 04/02/96 03 / 12 / 960~D~R NUMBER: (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAYJMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. PSi: AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW030501 88,500 7 3130 Does comply with Specification LABORAT~Y NUMBER PW030502 128,000 28 4530 4600 PW030503 132,000 28 4670 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 72 76 TIME OF SAMPLE: 0 9: 10 AM~P~ ~U.CE OF CO.CRSTE: TX I °F. TRANSPORTED BY 03/06/96 AIR CONTENT Reed SLUMP INCHES 5.00 NO PtCK-UP CHARGE: MIX CODE: 5 T~CKET .O.: 548497 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): =S~,EU'nO.: (1) Myers & Crow Company, Inc./Mr. Richard (1) McFadden & Miller, Inc./Mr, Dave VanDemeer UNIT WEIGHT PCF YIELD CF/CY (1) Comerica Bank/Mr. Alan Williams _._ ~ (1) AECC, Inc./Mr. Andy Brundige ~. D (1) City of Coppell/Mr. Lee Stone (1) City of Cop~ell~ST~oar~ ~)~v~L~ c,.,~, c,~3. c,~=. c~,.mc,~ PAOF 4 ~ 4 (1) ~ :---- ~ ~==t: i A==cri=tc:, Inc.,'~r. Eud Ni~.~ongor 2~2~DRIVE m SUITE~ s DAL~S, TE~75235 · 214/3~56~ s (FAX)214/35~19