Loading...
Park West CC(09)-LR 960514 30 REPORT NO.: Parkwest PROJECT: Panel - #96 LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 QB NO.: Commerce Center - II ARCHITECT/ENGINEER: CO,TRACTOR: McFadden & Miller REPORTEDTO: Myers & Crow Company, 04/16/96 DATE CAST: 3000 PSI SPECIFICATION: 20/200 yds GUANTITYREPRESENTED: SAMPLEDBY: F. Steadman Inc. DATE: BY ORDER OF: 05/14/96 04 / 23 / 96 ORDER NUMBER: C1 lent (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: WPE SR~K: CON,CAL (U.".O.I ,E~KS: Does comply PW041601 91,700 7 3240 with LABORATORY NUMBER PW041602 122,400 28 4330 PW041603 122,200 28 4320 Specification 4330 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): 1 45 DAYS, LABORATORY FROM MIX 64 °F, TRANSPORTED BY o4/17/96 AIR CONTENT %, 4.00 Reed SLUMP PICK-UP CHARGE: 7.00 MIX CODE: 3 9 TICKET NO.: 571062 UNIT WEIGHT INCHES NO PCF YIELD CFICY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. RichardS___ (1) McFadden ~ Mil. ler, _Inc._/.M~r~ Dave VanDemeer (1) Comerica Bank/Mr. Alan wi±±iams (1) AECC, Inc./Mr. Andy Brundige Si~ (1) City of Coppell/Mr. Lee Stone . 11 ~a.r~ ~5%V~ C143 C173 C192 CZ31,0RC'064 PAGE~___~ OF 1 (1) City of CO pe ]/L:~I~ETH . . . ' -' ', P~' ,-. r ~ ........... ?.,'?- ................. ~-- (1)-~'?ricr- * _zc ................... --- 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019