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Freeport NIP(4)-LR 960322 (3)reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 21 JO~NO.: 2700.1 Parkwest Commerce Center - II Floor slab - 40'N, 70'E of SW building corner REPO~T NO.: PRO4ECT: lOCATION: ARCHITECT/ENGINEER: correcTeR: McFadden & Miller R~ORTEOTO: Myers & Crow Company, Inc. DATE: DATE CAST: ~PECIFICATION: QUANTITY REPRESENTED: SAMPf. ED BY: BY ORDER OF: 03 / 29 / 96ORDER NUMBER: 03/22/96 4000 PSI 40/420 yds E. Yerian 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: LABORATORY NUMBER PW032201 PW032202 PW032203 87,000 7 28 28 3080 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: ~URCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 08:00 DAYS, LABORATORY FROM TRANSPORTED BY 1 03/23/96 Reed "F MIX 'F, AIR CONTENT %. SLUMP 56 65 AM/P~ PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO.: UNIT WEIGHT YIELD INCHES 5.50 NO 558847 PCF CF/CY SIGNE~ O,STR,eUTIO,: (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~ETH~aras~ E~v~ c,~.,c,~. C,,,.~Ca,.ORC,~ .~e; I ~ 3 2424 ~U~ DRIVE m SUITE~ m DAL~S, TEX~TS23S m 214/35~5~ m (FAX) 214/35~19 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE: REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: co~CTo~: McFadden & Miller RE~mTED*O: Myers & Crow Company, Inc. 21 JOBNO.: 2700.1 Parkwest Commerce Center - II Floor slab - 120'N, 80'E of SW building corner DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 03 / 29 / 96ORDER NUMBER: 03/22/96 4000 PSI 160/420 yds E. Yerian Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LES: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE ~FREHGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW032204 89,200 7 3150 LABORATORY NUMBER PW032205 PW032206 28 28 METHCO OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: BOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 09:35 TXI DAYS, LABORATORY FROM TRANSPORTED BY 1 03/23/96 Reed eF MIX CF, AIR CONTENT %6, SLUMP 59 68 AMIP~ PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO.: UNIT WEIGHT YIELD INCHES 5.50 NO 559003 PCF CF/CY mSTR,SU~O.: (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) ~C~t_y__.of Coppell~.~ar~ ~v~ c,~, c,~. c,~, c~,,o,c,~ ,~ 3 (1) 2~2~%~ DRIVE · %U?T~~%~S, ' .... ' ..... TEXAS ~5~;~ ~}~~' m (FAX) 214/35~19 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 21 2700.1 REPORT ~.: J~ NO.: Parkwest Commerce Center - II Floor Slab - 210'N, 75'E of SW LOCA~O,: building corner DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/22/96 4000 PSI 310/420 yds ARCHrTECTJENQINEER: ~MPLEDBY: E. Yerian McFadden & Miller Client R~O"TED~: Myers & Crow Company, Inc. DATE: 03/29/960,DERNOM.ER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAO, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N,O.) REMARKS: PW032207 92,000 7 3250 LABORATORY NUMBER P~032208 PW032209 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 11: 4 0 ~U.CE OF CO.CR~E: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADmiXTURE(S): DISTRIBUTION: 62 DAYS. LABORATORY FROM MIX 68 TRANSPORTED BY 03/23/96 AIR CONTENT Reed SLUMP INCHES 5.50 NO PICK-UP CHARGE: M.X CODE: 3 9 TICKET NO.: 55 92 2 6 UNIT WEIGHT PCF YIELD CF/CY (1) Myers & Crow Company, Inc./Mr. Richard Crow//~ & Miller, Inc./Mr. Dave VanDemeer (1) McFadden (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNED (1) City of Coppell/Mr. Lee Stone (1) City of Cop~ell~H~.r~6 ~)s~.v~,~. c,~. c,~. c,~. C231. ORC10~4 PAG~ 3 OF 3 (1) ~'~ ..................... t D!?t_' [_. A_~CCiatC~, Inc_,/~r_ ~"~ ~'~ ........ ~_r 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS TS23§ · 214/35C~S600 · (FAX)214/35~0019