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Park West CC(09)-LR 960422reed engineering REPORT NO.: PROJECT: LOCATION: GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 29 JOaNO.: 2700.1 DATE CAST: Parkwest Commerce Center - II SPECIFICATION: Panel - #136 QUANTITY REPRESENTED: o4/ 5/96 4000 PSI 30/200 yds ARCHITECT/ENGINEER: SAMPLED BY: F. St eadman CONTRACTOR: McFadden & Miller REPORTEDTO: Myers & Crow Company, Inc. DATE: BY ORDER OF: C 1 i e nt 04 / 22 / 9 6ORDER 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: PW041501 103,100 7 3650 LABORATORY NUMBER PW041502 28 PW041503 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT °F MIX TIME OF SAMPLE: 07 : 20 AM/P~ SOURCE OF CONCRETE: TXI °F, TRANSPORTED BY 04/16/96 AIR CONTENT %, 4.50 Reed SLUMP PICK-UP CHARGE: 7.25 M~X COOE: 39 TICKET NO.: 5 7 0 0 17 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,STR,SUT,O.: ( 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~ETH~r~ D~V~. C,~..C,~. C,92. C~.ORC,~ PAG; 1 OF 2 2424 STU~ DRIV%- ;-%U~T~- ;--D~[~S, ~l~ ~%~5-;- ~7~~- · (FAX) 214/35~19 REPORT NO.: PROJECT: LOCATION: ~- 9 JOB NO.: Parkwest Commerce Center Panel - #120 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 DATE CAST: - IT SPECIFICATION: QUANTITY REPRESENTED: 04/15/96 4000 PSI 140/200 yds ARCHITECT/ENGINEER: SAMPLEDS¥: F. Steadman CONTRACTOR: McFadden & Miller REPORTEDTO: Myers & Crow Company, Inc. DATE: BY ORDER OF: 0 4 / 2 2 / 9 6CEDER 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: PW041504 104,500 7 3700 ~BORATORY NUMBER PW041505 28 PW041506 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT ~ME OF SAMPLE: 10 : 20 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM 1 °F MIX 49 63 TRANSPORTED BY AIR CONTENT %. 3.50 Reed SLUMP INCHES 4.50 NO PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO.: 5 7 0 2 4 8 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. RichardCr/J~ (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige BI~D (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/~m~.r~ ~.v~. c,~. c~73. c,92. C~,.ORC,~ 2424 STU~ DRIVE · suiTE4~ · DAE~S, TEXA~ ~35 "-2~4/35gg6~-· PAGE 2 OF (FAX) 214/3§0-0019