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Park West CC(09)-LR 960620REPORT NO.: 37 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II PROJECT: Paving - 430'S, ll0'W of NW.building LOCATION: Corne r CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 05/23/96 3000 PSI 30/170 yds ARCHITECT/ENGINEER: ~AIVlPLEO BY: F. Pitts CONTRACTOR: McFadden & Miller REPORmDTO: Myers & Crow Company, Inc. DATE: BYORDEROF: Client 06/20/96 05 / 30 / 96 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. FIELD NUMBER: MAYJMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. PSI: AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (U.N,O.) REMARKS: PW052301 86,500 7 3060 ~BORATORY NUMBER PW052302 119,800 28 4240 Does comply with Specification 4240 PW052303 119,500 28 4230 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7: 3 5 SOURCE OF CONCRETE: TXI DAYS, LABORATORY FROM 1 ¢'F MIX 'F, 78 85 TRANSPORTED BY 05/24/96 AIR CONTENT %, Reed SLUMP INCHES 5.00 NO PICK-UP CHARGE: M,X COOE: 9 3 4 3 TICKET NO.: 5 9 5 718 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(i): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Cro (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams .;~--_-._ (1) AECC, Inc./Mr. Andy Brundige S,GN~. (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~ETH~.r~ ~v~ c,43 c173 c192. C231. ORC1064 (1) n,~-~.-~,=~ , T%-;~.,-, r. ~mm,-,,',';:~"~,' T'~,.", '/Mw' Q,~A ]%T-~o ........ 2424 STUTZ DRIVE · SUITE400 · DALL~S, TEXA~75235 · 214/350-56~00 · (FAX) 214/350-O019 PAG~ 1 OF 1