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Park West CC(09)-LR 96061339 REPORT NO.: PROJECT: LOCATION: corner ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller ,EPORTEOTe Myers & Crow Company, Inc. reed engineering Parkwest Commerce Center - II GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: Paving - 550'N, 80'W of SW building 06/06/96 4000 PSI 30/350 yds QUANTITY REPRESENTED: ~AMPLED BY: B · Woo'] wine BYORDEROF: Client DA~: 06 / 13 / 96ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PBh AVERAGE STRENGTH, PSI: · 'IYPE BREAK: CONICAL (U.N.O.) REMARKS: PW060601 111,200 7 3930 LABORATORY NUMBER PW060602 PW060603 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7: 3 0 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM 1 06/07/96 "F MIX . '~F, AIR CONTENT 72 77 AM/P~ TRANSPORTED BY Reed 4.50 SLUMP PICK-UP CHARGE: INCHES 4.00 NO MIX COOE: 9 6 4 3 TICKET NO.: 6 0 3 7 6 3 UNIT WEIGHT PCF YIELD CF/CY D,STR,BUTION: (1) Myers & Crow Company, Inc./Mr. Richar~,,Crow (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams ?--'~ ~ ' - -'- - -- (1) AECC, Inc./Mr. Andy Brundige SIGNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~ETH~e~r~ D~v~, c~43,.c,73, c192. C231, ORC1064 PAG~ 1 OF 2 (1) ~P~ ....... * Diet_" ~_ A-~-~coiztc-', !nc.,'?.r. 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35~0019 REPORT NO.: PROJECT: LOCATION: 39 reed engineering Parkwest Commerce Center - II Paving - 475'N, 100'W of SW building corner GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 06/06/96 4000 PSI 200/350 yds ARCHITECT/ENGINEER: SAMPLED BY: B. Woolwine CONTRACTOR: McFadden & Miller BY ORDER OF: Client ~TEDTO: Myers & Crow Company, Inc. D^TE: 06/13/96ORDERNUMBER: (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 8REAK:'CONICAL (U.N.O.) REMARKS: PW060604 97,600 7 3450 LABORATORY NUMBER PW060605 PW060606 28 28 METHOD OF CURING; FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: SOURCE OF CONCRETE; FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT; FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 06/07/96 Reed 'F MIX ."F, AIR CONTENT %, SLUMP 83 87 11: 2 0 AMIP~ PICK-UP CHARGE: TX I M,X COD~: 9643 TICKET NO.: INCHES 4.50 NO 604121 UNIT WEIGHT PCF YIELD CFICY D,STR,SUT,O,: (1) Myers & Crow Company, Inc./Mr. Richar~Crow . j (1) McFadden & Miller, Inc./Mr. Dave VanDemeer /_5 ' ~ (1) Comerica Bank/Mr. Alan Williams -- ' ' (1) AECC, Inc./Mr. Andy Brundige SIGNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~ETH~.r~ ~v~. c,~, c~7% c,~, CZ~tORC,0~4 PAGE_2~_O~ 2 (1) ""'"'-"~- '" ~' ......... ' .... "'-~ ,/:~.r '-"": "'-'"'"""'~"' 2424 STUTZ DRIVE · S '~ S, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019