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Park West CC(09)-LR 960226 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT RE~RT NO.: 10 ~S NO.: 2317.5 DATE CAST: 02/19/96 Freeport North 3000 PSI PROJECT: SPECIFICATION: Piers- C-16, C-15, C-14, C-13 10/10 yds LOCATION: QUANTITY REPRESENTED: ARCHITECT/ENGINEER: Gromatzky Dupree & Associates CONTRACTOR: McFadden & Miller RE~RTEDTO: M.E.P.C. American Properties DATE: SAMPLED BY: F. S t eadman BY ORDER OF: C1 lent 02 / 26 / 9 60RDER NUMBER: (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: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN021901 74,100 7 2620 LABORATORY NUMBER FN021902 28 FN021903 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT °F MIX 60 61 TIME OF SAMPLE: 0 9: 3 0 SOURCE OF CONCRETE: TXI AM/~, 02/20/96 TRANSPORTED BY AIR CONTENT Reed SLUMP INCHES 4.75 YE~ NO PICK-UP CHARGE: MIX CODE: 5 TICKET NO.: 538929 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,STR,BU~N: (1) M.E.P.C. American Properties/Mr. Rot Ahmut~/~ ~/ (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott McC3~q~j~F ~'- ~ (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TEST METH~S: ASTM C31, C~, C 1~, C 1~, C192, C~I, ORC 1~ PAGF I OF 1 2424 STUTZ DRIVE · SUITE4OO · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19 REPORT NO,: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 5 ~BNO.: 2700.1 Parkwest Commerce Center - II Inlet walls - Line C STA 0+13 GEOTECHNICAL CONSULTANTS GATECAST: 02/19/96 4500 PSI SPECIFICATION; 9/9 yds QUANTITY REPRESENTED: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller ,E~RTEDTO: Myers & Crow Company, Inc. DATE: SAMPLEDBY: M. Lawson BYORDEROF: Client 02 / 2 6 / 9 6ORDER NUMBER: (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: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW021901 93,800 7 3320 LABORATORY NUMBER PW021902 28 PW021903 28 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 7 8 'F DAYS, LABORATORY FROM M'X 8 0 02/20/96 TRANSPORTED BY °F, AIR CONTENT Reed SLUMP 2 . 0 0 ,NC.ES TIME OF SAMPLE: 0 2 : 3 0 ALUM, SOURCE OF CONCRETE: Pioneer MIX CODE: PICK-UP CHARGE: YL~ NO TICKET NO.: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CFICY D,STRm~,ON: (1) Myers & Crow Company, Inc./Mr. Richard CroJ/~ (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 ,Co_ppe.ll/~TH~:r~. ~.V~ C143,/.C. 173, C_192,.C~%1.ORC1064 PAG; 1 OF 1. 2424 STU~ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35~0019