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Park West CC(09)-LR 960513 29 REPORT NO.: P arkwe s t PROJECT: Panel - #136 LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 DATE CAST; JOB NO.: Commerce Center - I I SPECIFICATION: ARCHITECT/ENGINEER: CO.TRACTOR: McFadden & Miller RE~mTEDTO: Myers & Crow Company, QUANTITY REPRESENTED: 04/15/96 3000 PSI 30/200 yds S~PLEDBY: F. Steadman Inc. DATE: BY ORDER OF: o5/13/96 04 / 22 / 96ORDER NUMSER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-26.26 SQ. IN. ~ELD NUMBER; PW041501 MAXIMUM LOAD, LBS: 103,100 AGE WHEN TESTED, DAYS: 3650 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with LASORATORY NUMBER PW041502 133,700 28 4730 PW041503 132,600 28 4690 Specification 4710 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7: 2 0 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 1 41 DAYS, LABORATORY FROM MIX AMIP~, *F, TRANSPORTED BY o4/16/96 AIR CONTENT %. 4.50 Reed SLUMP PICK-UP CHARGE: 7.25 MIX CODE: 3 9 TICKET NO.: 5 7 0 0 17 UNIT WEIGHT INCHES NO PCF YIELD CFICY D,STR~SUTION: (1) Myers a Crow Company, Inc./Mr. Richard~~ (1) McFadden & Miller, Inc./Mr. Dave VanDemeer /~'~ (1) Comerica Bank/Mr. Alan Williams ~ (1) AECC, Inc./Mr. Andy Brundige S,G (1) City of Coppell/Mr. Lee Stone ~ City of Coppell~ETH~.r~ ~.V~_. C143.,.C. 173. C192. C231, ORC1064 PAGE 1 OF 2,. (1) "~'="*'*~"'*~ , ~, c ~ .... '~",~-'""', ~c.,":".r. Pv.d. _~lic:.:cn~cr ' 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2 7 0 0.1 DATE CAST: 2 9 JOB NO.: REPORT NO.: PROJECT: Panel - #120 LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller ,E~RTEDTO: Myers & Crow Company, Inc. SPECIFICATION: QUANTITY REPRESENTED: Parkwest Commerce Center - II 04/15/96 3000 PSI 140/200 yds SAMPLEDBY: F. Steadman DATE: BYORDEROF: Client o5/13/96 04/22/96ORDERNUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: PW041504 MAXIMUM LOAD. LBS: 1 0 4, 5 0 0 7 AGE WHEN TESTED, DAYS: 3700 COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH, PSi: LABORATORY NUMBER PW041505 140,600 28 4970 PW041506 142,100 28 5030 TYPE BR~K: CONICAL (U.N.O.) REUARKS: Does comply with Specification 5OO0 METHOO OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT ·F MIX 49 63 TIME OF SAMPLE: 1 0 : 2 0 AM/P~ ~OURCE OI= CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DISTRIBUTION: °F, TRANSPORTED BY 04/16/96 AIR CONTENT 3.50 Reed SLUMP PICK-UP CHARGE: 4.50 M,X C00E: 3 9 TICKET ,O.: 5 7 0 2 4 8 UNIT WEIGHT INCHES NO PCF YIELD CFICY Richard (1) Myers & Crow Company, Inc./Mr. ~ (1) McFadden & Miller, Inc./Mr. Dave VanDemeer ..... (1) Comerica Bank/Mr. Alan Williams S~GNI~O (1) AECC, Inc./Mr. Andy Brundige (1) City of Coppell/Mr. Lee Stone PAGF..~_~ OF 2 (1) City of Coppell~H~.r~%~ ~.v~,~c~,~./~3, T~92,~1c231,ORc10~4 ~ (1) .~ er * ~ctz .~ %~cci?t .... - ..... - .... -"-'-~Tic:':cr-3~-r -- 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019