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Park West CC(1)-LR 950911REPORT NO.: PROJECT: LOCATION: 31 JO~ NO.: ~ark ~est Conferee Center Tilt wall panel - #114 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2166.2 SPECIFICATION: QUANTITY REPRESENTED:. 08/14/95 3000 PSI 20/170 yds ARCHITECT/ENGINEER: McFadden & Miller Marc Myers REPORTED TO:. DATE: SAM.U~D BY: B. Lucas 09/11/95 BYORDER~: 08/21/95 ~R NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN. LABORATORY NUMBER RELD NUMBER: PW081401 PW081402 84,500 118,600 7 28 2990 4190 MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH, PSI: PW081403 121,000 28 4280 TYPE BREAK: CON~ (U.N.O.) Ra~aWS: Does comply with Specification 4240 METHOD ~ CURING: FIELD DAYS, LABORATO.RY MOM 1 08/15/95 TEMPERATURE: AMBIENT TIME OF SAMPLE: 06: 55 ~U"~E O~ CONOR~E: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY Reed 79 'F .~x 89 'F. AIR CONTENT SLUMP 6.00 M~X ~OOE: 39 PICK-UP CHARGE: Y~ ~CKET NO.: 435406 UNIT WEIGHT YIELD INCHES NO PCF CF/CY D,~m,~mo~: (1) Marc Myers Company/Mr. Richard Crow t,('T) McFadden & Miller Construction/Mr. Dave (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNED TEST METHODS: ASTM C31, C39, C143, C173, C192, C231, ORC1064 PAGE: 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019