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Park West CC(09)-LR 96051535 REPORT NO.: PROJECT: Panel - #53 LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: .McFadden & Miller RE~RTEDTO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II CONCRETE COMPRESSION TEST REPORT 2 7 0 0.1 OATE CAST: JOB NO.: SPECIFICATION: QUANTITY REPRESENTED: o5/o8/96 3000 PSI 10/220 yds SAMPLED BY: H. Johnson BYORDEROF: Client DATE: 0 5 / 15 / 9 6 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MA)GMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW050801 81,000 7 2860 LABORAT~Y NUMBER PW050802 PW050803 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7 : 0 0 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 1 67 DAYS, LABORATORY FROM MIX 67 AMIP~ 'F, TRANSPORTED BY 05/09/96 Reed AIR CONTENT ~, SLUMP 6.00 PICK-UP CHARGE: M,x COOE: 3 9 TICKET NO.: 5 8 5 3 3 2 UNFr WEIGHT INCHES NO PCF YIELD CF/CY DISTRIBUI~ON: (1) Myers & Crow Company, Inc./Mr. Richard Cr//~' (1) McFadden & Miller, Inc./Mr· Dave VanDemeer (1) Comerica Bank/Mr Alan Williams · ~ED (1) AECC, Inc./Mr. Andy Brundige (1) City of Coppell/Mr. Lee Stone PAGF10F_~.- (1) City of Coppell]~ETH~'r~ ~.vi~. C143./~C~173, C192, C231.ORC1064 (1)-~'Ericr. * D'_ct..", ,5 ..2 ..... c'-?. ....... · ........ , ............................ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35(~O019 reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 30 JOB NO.: REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: Gromatzky Dupree & Associates McFadden & Miller CONTRACTOR: M.E.P.C. American Properties DATE: REPORTED TO: Freeport North Grade beam - 25'N, 0' from SE building corner GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: 05/15/96 04/24/96 ORDER NUMBER: o4/ 7/9 4000 PSI 8/8 yds B. Woolwine Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: FN041701 MAXIMUM LOAD, LBS: 8 1, 0 0 0 7 AGE WHEN TESTED. DAYS: 2860 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U,N.O.) REMARKS: LABORATORY NUMBER FN041702 109,500 28 3870 FN041703 107,700 28 3810 Does not comply with specification 3840 METHOD OF CURING: FIELD I DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 65 'F M'X 74 TIME OF SAMPLE: 11: 30 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): °F, 04/18/96 MIX CODE: TRANSPORTED BY AIR CONTENT Reed %, SLUMP 5 · 0 0 PICK-UP CHARGE: YE~ TICKET NO.: 5 7 2 5 8 6 UNIT WEIGHT INCHES NO PCF YIELD CFICY DISTRIBUTION: (1) M.E.P.C. American Properties/Mr. Rob Ahm~~ (1) McFadden & Miller/Mr. Jon Jacobson - (1) Gromatzky Dupree & Associates/Mr. Scott McCr~ (1) City of Coppell/Mr. Larry Davis SIG (1) City of Coppell/Mr. Lee Stone 1 o~ 1 PAGE_.---- TEST METHODS: ASTM C 31. C 39. C 143, C 173, C 192, C 231, OR C 1064 ,- 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350-OO19