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Park West CC(09)-LR 960412REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 18 JOBNO.: 2700. 1 Parkwest Commerce Center - II 03 / 15 / 96 DATE CAST: 4000 PSI SPECIFICATION: 40/.420 yds QUANTITY REPRESENTED: Floor slab - grid line D.4-16.4 ARCHITECT/ENGINEER: ,~4~EDBY: R. Thompson CO.mXCT~: McFadden & Miller REPORTEDT~ Myers & Crow Company, Inc. DATE: BY ORDER o4/12/96 03/22/96~OERNUMBER: Client (~ x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRES~VE STRENGTH, PSI: AVERAGE ~FRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REM~KS: Does comply PW031501 90,100 7 3190 with LA~RATORY NUMBER PW031502 120,000 28 4240 4220 Specification PW031503 118,800 28 4200 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7 : 1 5 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY 03/16/96 Reed AIR CONTENT %, SLUMP DAYS, LABORATORY FROM 1 'F MIX 61 67 °F, PICK-UP CHARGE: INCHES 5.25 NO M,X COOE: 3 9 TICKET NO.: 5 5 4 8 8 8 UNIT WEIGHT PCF YIELD CF/CY D,Sm,BUn~: (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 (1) City of Coppell/Mr. Lee Stone (1) City of Coppell{~P~m~ar~ ~v~ c,~. c~. c~. C=,.ORC,~ PAG; 1 OF .. (1) 0~---'-- ~ Pict ....... ' .... ~-- ' ....... -~ "' ........... 2424 STU'rZ DRIVE · %uTTf~,~::~-'~-~,~S, ~;=')~-.~ ~'2~5-;- 2~{4~6~' · (FAX] 214/350-0019 REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 18 ~oa.o.: 2700.1 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: Parkwest Commerce Center - II Piers - d.5-1, G-13.5, D.5-30 03/15/96 3000 PSI 10/10 yds ARCHITECT/ENGINEER: CO,~CT~: McFadden & Miller RE~TEDTO: Myers & Crow Company, Inc. DATE: SAMPLED BY: BY ORDER 04/12/96 03/22/96~DERNUMSER: R. Thompson Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. RELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW031504 73,600 7 2600 LABORATORY NUMBER PW031505 113,000 28 4000 Does comply with Specification PW031506 109,000 28 3860 3930 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT °F MIX 68 72 TIME OF SAMPLE: 09: 45 ^~P~ SOURCE OF CO.CRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): Reed SLUMP 'F, TRANSPORTED BY 03/16/96 AIR CONTENT PICK-UP CHARGE: INCHES 5.25 NO MIX COOE: 5 TICKET NO.: 5 5 5 0 6 0 UNIT WEIGHT PCF YIELD CF/CY SIG~- DISTR,aU~O.: (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 (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~H~ar~ ~%v~L~ c,~. c,~. c,~z c~,.o~c~ pAG; 2 ~ ~ 2424 ~U~ DRIVE · SUFTf~-g-B~[~S, ~ ~%~5-;-2i~73~~- · ~FAX)214/35~19 18 REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: CON~CTOR: McFadden & Miller REPORTED TO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Floor slab - grid line D.6-27.8 CONCRETE COMPRESSION TEST REPORT JOB NO.: 2 7 0 0. 1 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: o3/15/96 4000 PSI 360/420 yds SAMPLED BY: R. Thompson BY ORDER OF: C1 ient 04/12/96 DATE: 03 / 22 / 960,DER NUMBER: (6 x 12 INCH) NOMINAL CYUNDER 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: LABORATORY NUMBER PW031507 PW031508 PW031509 94,000 126,600 127,000 7 28 28 3320 4480 4490 Does comply with Specification 4490 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 11:15 SOURCE OF CONCRETE: TX I FINE AG(:~REGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM 1 *F MIX 74 81 AMIP~ TRANSPORTED BY 03/16/96 Reed 'F, AIR CONTENT %, SLUMP PICK-UP CHARGE: .,x CODE'. 3 9 TICKET NO.: 5 5 5 3 0 3 UNIT WEIGHT YIELD INCHES 5.50 YE~ NO PCF CFICY SiGNE~.~ D,STnmUTION: (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 (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~ETH~r~ ~v~ cl~. clT~. cl~. C~,.ORCl~ (1) 2~24STU~DRIVE a SUITE4~ a DALeS, TEXAS75235 a 214/35~56~ a (FAX) 214/3S~19