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Park West CC(09)-LR 960530RE~ORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 34 Parkwest Commerce Panel - #75 2700.1 JOB NO.: GEOTECHNICAL CONSULTANTS Center - II DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 05/02/96 3000 PSI 80/200 yds ARCHITECT/ENGINEER: SAM~EDBY: B. Steadman ~N~RACTOR: McFadden & Miller RE~RTEDTO: Myers & Crow Company, Inc. DATE: BY ORDER OF: 05/30/96 05 / 09 / 96ORDER 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: PW050201 82,300 7 2910 Does comply with LABORATORY NUMBER PW050202 117,100 28 4140 4140 Specification PW050203 116,900 28 4130 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 8 : 4 0 SOURCE OF CONCRETE: TXI 0 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 05/03/96 Reed 'F MIX °F, AIR CONTENT %, SLUMP INCHES 65 72 4.00 6.00 AM/P:~ PICK-UP CHARGE: YF~ NO MIX CODE: 3 9 TICKET NO.: 5 8 1 8 4 3 UNIT WEIGHT PCF YIELD CFICY 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,GNE City of Coppell/Mr. Lee Stone City of Coppell~/~ETH~.r~ ~)~3,V~l~, c,~, c173. c192, C231, ORC1064 (1) ~'_~rien + n~et_' 5 ~ .... ~'"~-~"' T~ /~ ~,~ _~Ti_~:.:cr_~cr 2424 STU/Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 PAG; 1 OF 1 · (FAX) 214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT 37 JOBNO.: 2700.1 Parkwest Commerce Center - II Paving - 430'S, ll0'W of NW building corner DATE: REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller RE~mTEDTO: Myers & Crow Company, Inc. GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 05 / 3 0 / 96ORDER NUMBER: 05/23/96 3000 PSI 30/170 yds F. Pitts 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: PW052301 86,500 7 3060 LABORATORY NUMBER PW052302 28 PW052303 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT *F 78 TiME OF SAMPLE: 0 7: 3 5 SOURCE OF CONCRETE: TX I DAYS, LABORATORY FROM 1 MIX 8 5 .CF. TRANSPORTED BY 05/24/96 AIR CONTENT Reed SLUMP 5.00 PICK-UP CHARGE: M,X CODE: 9343 TICKET NO.: 595718 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CFICY . . Richar~ DISTRIBUTION: (1) Myers & Crow Company, Inc /Mr Cr (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige s (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/~ETH~.r~ ~,V~, C143,.C173, C192. C231. ORC1064 PAGF 1 OF 1 2424 STUTZ DRIVE · SUITE4OO · DALLAS, TEXAS75235-· 2~¢Q~50~56~C~-· (FAX) 214/3504:)019