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Park West CC(09)-LR 960501 (2)32 REPORT NO.: PROJECT: Panel - #94 LOCATION: ARCHITECT/ENGINEER: ~NTRACTOR: McFadden & Miller RE~RTEDTO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 04/24/96 4000 PSI 10/200 yds S~PLEDBY: F. Steadman BYORDEROF: Client DATE: 0 5 / 01 / 9 6 ORDER 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: PW042401 91,500 7 3240 LABORATORY NUMBER PW042402 PW042403 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7 : 1 5 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 04/25/96 Reed 'F MIX CF, AIR CONTENT 3 0 0 %'0, SLUMP 5 2 5 INCHES 49 67 · · AM/P~, PICK-UP CHARGE: YF:~ NO M~X COOE: 3 9 TICKET NO.: 5 7 5 9 6 0 UNIT WEIGHT PCF YIELD CF/CY 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 (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~/~H~.r~ D~.v~. c,~..c~, c,~2. C231. ORC1064 PAGF 1 OF 1 (1) O,_~rie_n * Dict~ 5 ~cceci~tc~, I~c_,/Mr_ ~v_d ?~wcr_~e~ " 2424 STU~ DRIVE · SUITE4~ · DALeS, TEXAS75235 · 214/35~56~ · (FAX) 214/35~19