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Park West CC(09)-LR 960822 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 47 JOBNO.: 2700.1 Parkwest Commerce Center - II Paving - 150'S, 15'E of NE building corner DATE CAST: SPECIRCA~ON: QUANTITY REPRESENTED: 07/25/96 3000 PSI 60/350 yds ARCHITECT/ENGINEER: S~MPLEDBY: M. Lawson CONT~.~CTO~: REPORTED TO: McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: 08/22/96 08 / 01 / 96ORan NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.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: PW072501 93,200 7 3300 LA.RATtY NUMBER PW072502 119,300 28 4220 Does comply with Specification PW072503 114,400 28 4050 4140 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 82 92 TIME OF SAMPLE: 08 : 45 AM~P:~:, SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): Reed SLUMP 'F, TRANSPORTED BY 07/26/96 AIR CONTENT %, 4.90 INCHES 5.50 NO PICK-UP CHARGE: M,X CODE: 9 6 4 3 TICKET NO.: 6 31131 UNIT WEIGHT PCF YIELD CFK~Y D,STR,SUTION: (1) Myers & Crow Company, Inc./Mr. Richard Cr, (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige c ity of Coppell/Mr. Lee Stone ity of Coppell ~.~j~.~E~.~.r~ ~B.V~. C,~. C,~. C,92. Cn,.ORC,~ PAG~ 1 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLY, TEXAS75235 · 214/35(~5600 · (FAX) 214/3504)019 47 2700.1 REPORT NO.: JOB NO.: Parkwest Commerce Center - II PROJECT: Paving - 10'N, 15'E of NE building LOCk,ON: corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/25/96 3000 PSI 200/350 yds ARCHITECT/ENGINEER: S~.LED BY: M. Lawson CONW~CTOR: McFadden & Miller REPORTED TO: Myers & Crow Company, Inc. BY ORDER OF: Client 08/22/96 DATE: 08 / 01 / 960ROER 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: LABORATORY NUMBER PW072504 PW072505 PW072506 86,700 101,300 109,500 7 28 28 3070 3580 3870 Does comply with Specification 3730 METHOO OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 'F MIX 87 93 TIME OF SAMPLE: 1 1: 3 0 AM'PK' SQUaCE OF CONCRETE: TX I °F. TRANSPORTED BY 07/26/96 AIR CONTENT %, 4.20 Reed SLUMP 5.50 PICK-UP CHARGE: M,X coDE: 9643 TICKET NO.: 631317 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (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 ~,-~E~.r~ ~y~. c,~, C173. ClD~9,2~.~C231, ORC1064 (1) ~'~rier_ * Diet- _% ~c?eci~, !rc_,/~_r_ __ 2424 STU~Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~0019 p~; 2 OF 2