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Park West CC(09)-LR 960628 42 REPORT NO.: Parkwest PROJECT: Paving - LOCAT,ON: corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: Commerce Center - II SPECIFICATION: 265'8, 15'W of NW building QUANTITY REPRESENTED: 06/21/96 3000 PSI 130/350 yds ARCHITECT/ENGINEER: CO.TRACTOR: McFadden & Miller REPORTEDTO: Myers & Crow Company, Inc. DATE: SAMPLED BY: BY ORDER OF: 06/28 / 96ORDER NUMBER: B. Steadman 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: PW062101 100,000 7 3540 LABORATORY NUMSER PW062102 28 PW062103 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 8 : 4 0 SOURCE OF CO~CR~rE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM 1 80 'F MIX 90 'F. AM/I~, 06/22/96 TRANSPORTED BY Reed AIR CONTENT %, SLUMP 4.00 PICK-UP CHARGE: M~X CODE: 9643 INCHES 4.5 NO TICKET NO.: 6125 82 UNIT WEIGHT YIELD PCF CF/CY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard,~row (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 CoPDe.ll/~ET.~.r~_p~V~' 0,43.C173 0192, C231, ORC1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXA~75235 · 214/35~5600 P^O~ 1 OF 2 · (FAX) 214/350-0019 REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 42 ~s NO.: 2700. 1 DATE CAST: 06 / 2 1 / 96 Parkwest Commerce Center - II Paving - 400'S, 15'W of NW building corner SPECIFICATION: QUANTITY REPRESENTED: 3000 PSI 210/350 yds ARCHITECT/ENGINEER: SAMPLED BY: B. Steadman CO"m*CTOR: McFadden & Miller BY ORDER OF: C 1 i e nt REPORTEDTO: Myers & Crow Company, Inc. DATE: 06 / 28 / 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. PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O,) REMARKS: PW062104 96,500 7 3410 LABORATORY NUMBER PW062105 PW062106 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 1 0: 0 0 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT; FLY ASH: ADMIXTURE(S): DAYS. LABORATORY FROM TRANSPORTED BY 1 06/22/96 Reed 8 3 'F M,X 9 2 'F, AIR CONTENT 4 · 3 0 ~' SLUMP 5 · 0 0 INCHES AM,P PICK-UP CHARGE: NO M,X COOE: 9643 TICKET NO.: 612 6 83 UNIT WEIGHT PCF YIELD CFICY D,STRmUT,O,: (1) Myers & Crow Company, Inc./Mr. Richaz-~,~ow (1) McFadden & Miller, Inc./Mr. Dave VanDemeer ;'__~_~ ~, ~ (1) Comerica Bank/Mr. Alan Williams v -~ (1) AECC, Inc./Mr. Andy Brundige SIGNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/~ETH~e~.r~ D~.v~. c,~. c,~. c192. C231. ORC1064 PAGE 2 OF__2 2424 STUTZ DRIVE · SUITE400 · DALLaS, TEXAS75235 · 214/350-5600 · (FAX) 214/35(~0019