Loading...
Park West CC(09)-LR 960307REPORT NO.: PROJECT: LOCAnON: F - 22, ARCHITECT/ENGINEER: CONTRACTO": McFadden & Miller REPORTED TO: Myers & Crow Company, Inc. 8 JOeNO.: 2700.1 Parkwest Commerce Center - II Piers - F-27, F-26, F-25, F-23 and reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: DATE: 02/29/96 3000 PSI 10/60 yds QUANTITY REPRESENTED: SAMPLED BY: R. Thompson aY ORDER OF: C1 ient 03 / 07 / 96ORDER NUMBEP; (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 iU.N.O.) REMARKS: PW022901 79,100 7 2800 LABORATORY NUMBER PW022902 28 PW022903 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 8 : 4 5 SOURCE OF CONCRETE: TXI DAYS, LABORATORY FROM 28 'F M,X 46 'F. TRANSPORTED BY 03/01/96 AIR CONTENT %, Reed SLUMP 5.25 PICK-UP CHARGE: MIX COOE: 5 TICKET NO.: 564082 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richardd~/~_~ (1) McFadden [ Miller, Inc./Mr. Dave VanDemeer tr (1) Comerica Bank/Mr. Alan Williams ~ (1) AECC, Inc./Mr. Andy Brundige SIGFNED ~ (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~TH~:r~ ~.V~ c,~ .c,73. c,.2, C~.ORC,~ PAGE 1 OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-001u REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller ,E~O,TEDTO: Myers & Crow Company, Inc. 2700.1 2 JOB NO.: Parkwest Commerce Center - II Junction box - storm sewer line A reed engineering GEOTECHNICAL CONSULTANi ~ CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/08/96 4000 PSI 10 yds SAMPLEDBY: H. Johnson DATE: BY ORDER OF: 03/07/96 02 / 15 / 96ORDER NU, BER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: PW020801 MAmMUM LOAD. LBS: 122, 200 AGE WHEN TESTED, OA~'S: 7 4320 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSi: ~BORATORY NUMBER PW020802 148,000 28 5230 PW020803 148,200 28 5240 RPEBRDK:CONICAL{U.N.O,) ,EMARKS: Does comply with Specification 5240 M~H~ OF CURING: FIELD DAYS, ~BORATOflY FROM 1 02/09/96 TEMPERATURE: AMBIENT 6 8 TIME OF SAMPLE: 01: 3 0 A~M. SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY AIR CONTENT 4 . 80 %' Reed SLUMP PICK-UP CHARGE: INCHES 3.50 YE~ NO M,X CODE: 9363 TICKET ,O.: 421256 UNIT WEIGHT PCF YIELD CFICY O,STRSUT,ON: (1) Myers & Crow Company, Inc./Mr. Richard (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams f (1) AECC, Inc./Mr. Andy Brundige S,~ED ' - -- (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~H~:r~ p~v~ c,~3.c,~3 c~flc~.o,c,o~ PAGE i OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS TS235 · 214/35~5600 · (FAX) 214/35~0019