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Park West CC(09)-LR 960408 (2)REPORT NO.: PROJECT: LOCATION: 26 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Panel - #30 CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.; DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 04/08/96 3000 PSI 60/190 yds ARCHITECT/ENGINEER: S~PLEDBY: H. Johnson CONTRACTOR: McFadden & Miller REPORTEDTO: Myers & Crow Company, Inc. BYORDEROF: Client 05/06/96 DATE: 04/15/96ORDERNOMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. tN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: ~BORATORY NUMBER PW040801 PW040802 PW040803 77,700 113,600 111,000 7 28 28 2750 4020 3930 Does comply with Specification 3980 M~HOO OF CURING: FIELD DAYS, ~BORATORY FROM 1 04/09/96 TEMPERATURE: AMBIENT eF MIX eF, AIR CONTENT 58 66 TIME OF SAMPLE; 0 8 : 4 0 AM/P~, SOURCE OF CONCRETE: r~x I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY Reed %, SLUMP PICK-UP CHARGE: MIX CODE: 3 9 0 TICKET NO.: 2 6 6 17 9 UNIT WEIGHT YIELD INCHES 5.50 NO PCF CF/CY (1) Myers & Crow Company, Inc./Mr. Richard :ro~/ /_~--- & Miller, Inc./Mr. Dave VanDemeer DISTRIBUTION: Crc~ (1) McFadden (1) Comerica Bank/Mr. Alan' Williams (1) AECC, Inc./Mr. Andy Brundige SIGNEi (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~ET.~.r~ D~.V~. C143, C173. C192, C23',ORC1064 PAGE i OF 1 (1) '~'~'^~ + ~"~" r ~ .... ~ T~ /~ ~,,~ ~T~ ......... 2~2~DRIV~-a SUITE~ a DAL~S, TE~S75235 = [1~5~5~ a (FAX) 214/35~19