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Park West CC(09)-LR 960605 (2)reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 35 2700.1 REPORT NO.: JOB NO.: DATE CAST: Parkwest Commerce Center - II PROJECT: SPECIFICATION: Panel - #53 LOCATION: QUANTITY REPRESENTED: 05/08/96 3000 PSI 10/220 yds ARCH~CT~NGINEER: S~PLED BY: CONTRACT~: McFadden & Miller BYORDEROF: 06/05/96 RE~RTEDTO: Myers & Crow Company, Inc. DATE: 05/15/96ORDERNUMSER: H. Johnson 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.) "~ARKS: Does comply LABORATORY NUMBER PW050801 PW050802 PW050803 81,000 115,200 109,500 7 28 28 2860 4070 3870 with 3970 Specification 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 i 05/09/96 6 7 . °F MIX 6 7 'F, A~R CONTENT 07:00 AMMO, TXI MIX CODE: 3 9 TRANSPORTED BY Reed %, SLUMP PICK-UP CHARGE: TICKET NO.: 5 8 5 3 3 2 UNIT WEIGHT YIELD 6.0 0 ~NC.ES YF~ NO PCF CF/CY (i) (1) DmTRIBUT,ON: (1) Myers & Crow Company, Inc./Mr. Richard Crow (1) McFadden & Miller, Inc./Mr. Dave VanDemeer_/.~.~--F'~ ~ % ..~./ (1) Comerica Bank/Mr. Alan Williams AECC, Inc./Mr. Andy Brundige SIGNED City of Coppell/Mr. Lee Stone City of Coppe.ll/~E~;r~ [D~v~. c,~.c,73 c,~2. C~,ORC,0~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS TS235 · 214/35~S600 · (FAX) 214/35~0019