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Park West CC(09)-LR 960319REPORT NO.: PROJECT: LOCATION: 15 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Floor slab - 10'S, 98'W of NE buildin9 corner CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/12/96 4000 PSI 10/430 yds ARCH~ECT~NGINEER: CO.T~CT~: McFadden & Miller SAMPLED BY: R. Thompson BY ORDER OF: C1 ient REPORTEDTO: Myers & Crow Company, Inc. DA~: 03/19/96~DER.UMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, FSI: AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL (U,N.O.) REMARKS: PW031201 96,000 7 3400 ~SORAT~Y NUMBER PW031202 PW031203 28 28 METHO0 OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 07:00 TXI DAYS, LASORATORY FROM 1 *F MIX 48 68 AM/PM °F, TRANSPORTED BY 03/13/96 Reed AIR CONTENT %, SLUMP PICK-UP CHARGE: 6.25 .ix COOE: 3 9 TICKET NO.: 5 5 ~- 8 2 8 UNIT WEIGHT PCF INCHES NO YIELD CF/CY (1) Myers & Crow Company, Inc./Mr. Richard Cro~'/,~~_,,--~-- - (1) McFadden & Miller, Inc./Mr. Dave VanDemeer DISTRIBUTION: (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige S,GN~ (1) City of Coppell/Mr. Lee Stone city of ( i ) ---' t, 4~. ;~C.J~. C 192. C 231. OR C ,0~4 ,AGF..~.._OF ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350~0019 REPORT NO.: PROJECT: LOCA'I1ON: 15 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Piers - D-7, E-7, F-7 CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/12/96 3000 PSI 10/54 yds ARCHITECT/ENGINEER: CONTRACTO.: McFadden & Miller "E~RTEDTO: Myers & Crow Company, Inc. DATE: SAMPLED BY: BY ORDER OF: 03 / 19 / 960RDER NUMBER: R. Thompson Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW031204 99,200 7 3510 LABORATORY NUMBER PW031205 28 PW031206 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT °F MIX 54 61 TIME OF SAMPLE: 09: 25 AMm~ SOURCE OF CONCRETE: TXI 'F. TRANSPORTED BY 03/13/96 AIR CONTENT MIX COOE: 5 Reed %, SLUMP INCHES 5.00 PICK.UP CHARGE: YE~ NO T~CKET NO.: 552052 FINE AGGREGATE; COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CFICY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Cr (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/~m6ear~ ~v~ c,~. c,~. c,92. C~,.ORC,~ ,AOE 2 OF__3 (1) ..... ' .... "' ......... ' .... "'-- ~ ...... -~ '~'r-; ......... 2~24"'~'1'%T1~ DRIV~- ~- ~;LI~'TE~:)(~- ;- ~)~[I~S, ~:~(~'S' ~-2;~5- ;- 2%~73'-~-~3(~- · (FAX) 214/350-0019 reed engineering REPORT NO.: PROJECT: LOCATION: GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 15 JOB NO.: DATE CAST: Parkwest Commerce Center - II SPECIFICATION: Floor slab - grid line C.8 to 21.9 QUAN~TYREPflESENTED: 03/12/96 4000 PSI 240/430 yds ARCHFFECT/ENGINEER: SAM~EDBY: R. Thompson CONTRACTOR: REPORTED TO: McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: 03 / 19 / 960RDER NUMBER: Client [6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LB~: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW031207 100,200 7 3540 LABORATORY NUMBER PW031208 PW031209 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF .SAMPLE: 10: 15 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 03/13/96 Reed eF MIX CF. AIR CONTENT %, SLUMP INCHES 61 70 6.00 AM/P:~ PICK-UP CHARGE: YE~ NO MiX CODE: 3 9 TICKET NO.: 5 5 2 17 8 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (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 S,GN~ (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~.~r~%~ ~V~ C143,.C173. C192. C231. ORC1064 PAG; 3 OF 3 (l) C'2ric_n + D~-ct-" ~--~-----cc~-=tc-~, Ir-o-/-~--- ' 2424 STUTZ DRIVE · SUITE 400 · DALLAS, TEXAS 75235- ;-2~47~5~- · (FAX) 214/35(~0019