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Park West CC(09)-LR 960322 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORTNO.: 18 JOBNO.: 2700. 1 DATECAST: 03/15/96 Parkwest Commerce Center - II 4000 PSI PROJECT: SPECIFICATION: Floor slab - grid line D.4-16.4 40/420 yds LOCA~ON: QUANTITY REPRESENTED: ARCH~ECT/ENGINEER: ~AMPLED BY: R. Thompson CON,RACOON: McFadden & Miller BYORDEROF: Client REPORTE~TO: Myers & Crow Company, Inc. DA~: 03/22/96ONDERNUMBER: (6 x 12 INCH) NOMINAL CYLINDER ~ZE: AREA.28.26 SQ. IN. FIELD NUMBER: MA~JMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, P~: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL ~J.N.O.) REMARKS: PW031501 90,100 7 3190 LA~RATONY NUMBER PW031502 PW031503 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 07:15 TXI DAYS. LABORATORY FROM TRANSPORTED BY 1 03/16/96 Reed MIX *F. AIR CONTENT %, SLUMP 61 67 A~P~ PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO.: UNIT WEIGHT YIELD INCHES 5.25 NO 554888 PCF CF~Y DISTRIBUTK)N: (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 Co~pell~_~ara~e._E~_v~ C1~,,~1~. C192, C~I, ORCl~ PAGE~,~._.OF _ (1) 2~2~%~ DRIV~%~%UTT~-~[~S, ~ ~%~5~;- ~~0~- · (FAX) 214/35~0019 3 REPORT NO.: PROJECT: LOCATION: 18 JOBNO.: 2700.1 Parkwest Commerce Center - II Piers - d.5-1, G-13.5, D.5-30 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIfiCATION: QUANTITY REPRESENTED: 03/15/96 3000 PSI 10/10 yds AR~ITE~NGINEER: CO,~CTOR: McFadden & Miller ~MPLEDBY: a. Thompson BYORDEROF: Client REPORTED TO: Myers & Crow Company, Inc. DATE: 03/22/96ORDERNUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRE.%~IVE STRENGTH, AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW031504 73,600 7 2600 LA~RATORY NUMBER PW031505 PW031506 28 28 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 09:45 SOURCE OF CONCRETE: TX I 68 DAYS, LABORATORY FROM MIX 72 *F, TRANSPORTED BY 03/16/96 Reed AIR CONTENT %, SLUMP MIX CODE: 5 PICK-UP CHARGE: 5.25 TICKET "O.: 555060 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CFICY DISTRIBUTK)N: (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) ~C~ty~of Cop~pell~.&ea~ ~v~ c,~. c,~. c,92. Cm,.ORC,~ PAGE_2~_OF 3 (1) ............. -' ....... ' ....... ~ --: ......... · 214/350-5600 · (FAX)214/350-0019 REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 18 JOBNO.: 2700. 1 DATECAST: 03/15/96 Parkwest Commerce Center - II Floor slab - grid line D.6-27.8 SPECIFICATION: QUANTITY REPRESENTED: 4000 PSI 360/420 yds ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller R~OmEDTO: Myers & Crow Company, Inc. DATE: ~MvlPLED BY: BY ORDER OF: 03 / 22 / 96ORDER NUMBER: R. Thompson Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRE~IVE STRENGTH, AVERAGE STRENGTH. PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW031507 94,000 7 3320 LABORATORY NUMBER PW031508 28 PW031509 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 11:15 SQURCE OF CONCRETE: TX I 74 DAYS, LABORATORY FROM MIX 81 'F, TRANSPORTED BY 03/16/96 AIR CONTENT %, Reed SLUMP INCHES 5.50 PICK-UP CHARGE: YE~ NO M~X CODE: 3 9 TICKET NO.: 5 5 5 3 0 3 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: Myers & Crow Company, Inc./Mr. Richard Crow/~:,::::::~ ' (1) (1) McFadden & Miller, Inc./Mr. Dave VanDemeer ~ -~W'. -/-~-~------ ~ - - (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNED~' (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~.~r~.~ D~%v~. c,., o173, 0,92, 023,,OR0,0~4 PAe; 3 OF 3 (1) C'~-ric.n * Dzct: i A_~_~ccz?_tc_-, In~_.,/Mr_ Pud 2424STUTZDR~/E · SUITE400 · DALLAS, TEXAS TS23§ · 214/35(~5600 · (FAX)214/35(~0019