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Park West CC(1)-LR 951017REPORT NO.: PROJECT: LOCATION: 4 6 JOB NO.: Park West Commerce Center reed engineering GEOTECHNICAL CONSULTANTS Paving - 35'N, 100'W of NE building corner CONCRETE COMPRESSION TEST REPORT 2166.2 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 10/10/95 4000 PSI 30/270 yds ARCHITECT/ENGINEER: McFadden & Miller CONTRACTOR: Marc Myers REPORTED TO: DATE: SAMPLED BY: BY ORDER OF: 10 / 17 / 95ORDER .UMSER: B. Lucas Client (6 x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW101001 105,100 7 3720 LABORATORY NUMBER PW101002 28 PW101003 28 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 6 8 'F DAYS, LABORATORY FROM u~x 8 0 TRANSPORTED BY 10 / 11 / 95 *F, AIR CONTENT e/.. Reed ~LUMP 6.00 INCHES TIME OF 8AMPLE: 0 7: 4 0 ~URCE OF CO~CRETE: TX I u,x CODE: 9643 PICK-UP CHARGE: TtCKET NO.: 469162 NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT YIELD PCF CF/CY D,STRIEUTION: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. Dave VanDeme (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige TEST METHODS: ASTM C31, C39, C143, C173, C192, C231, ORC1064 pAD; 1 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 REPORT NO.: PROJECT: LOCATION: 46 reed engineering GEOTECHNICAL CONSULTANTS Park West Commerce Center Paving - 30'N, 20'E of NE building corner CONCRETE COMPRESSION TEST REPORT 2166.2 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 10/10/95 4000 PSI 130/270 yds ARCH~CT~NGINEER: McFadden & Miller CONTRACTOR: Marc Myers REPORTED T~ DATE: SAMPLED BY: BY ORDER OF: 10 / 17 / 950RDEF~ .UMSER: B. Lucas Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ,SQ. IN. RELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTEO, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: I'YPE BREAK: CONICAL (U.N,O.) REMARKS: PW101004 93,600 7 3310 LABORATORY NUMBER PW101005 28 PW101006 28 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT '7 2 'F DAYS, LABORATORY FROM M,X 83 'F. TRANSPORTED BY 10 / 11 / 95 Reed AIR CONTENT %, 8LUMP 5.25 INCHES ~ME OF ~MPLE: 09: 30 ~URCE OF CORCR~: TX I M,X CODE: 9643 PICK-UP CHARGE: Y~ NO nCKET NO.: 469338 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY Dave VanD~ ~IGNED D,STR,SUTI~: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige TESTMETHOOS: ASTM C31. C39. C143, C173, C 192, C231, ORC1064 ,AO~ 2 ~ 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019