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Freeport NIP(4)-LR 960207 (2)REPORT NO.: PROJECT: LOCATION: 2 (REVISED) Freeport North Paving - 5'S, 175'W of NW building corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT ~e.o.: 2317.5 DATE CAST: SPECIFICATION: QUAHTITY REPRESENTED: 02/07/96 4000 PSI $0/300 yds ARCHITECT~NGINE~: Gromatzky Dupree & Associates McFadden & Miller M.E.P.C. American Properties DATE: SAMPLED BY: BY ORDER OF: 03/06/96 02 / 14 / 960~DE. NUMBER: M. Lawson Client (6 x 12 INCH) NOMINAL CYLINDER ,SIZE: AREA-28.26 ~Q. IN. mE~ NUMaE.: FN020701 M~ZMUU LOAD, ~S: 83. 600 AGE WHEN TESTED, DAYS: 7 COMPRES~VE STrENGtH, ~: 2960 A~GE ~E~, PSI: ~ ~ ~~=~ (u...0.) ~M~KS: Does not comply with specification LABORATORY NUMBER FN020702 104,100 28 3680 . 362.0 FN020703 100,500 28 3550 METHOD OF CURING: FIELD DAYS. LABORATORY FROM TEMPERATURE: AMBIENT 'F MIX 60 79 ~ME OF 0 8 : 3 0 AM/PM 80URCE OF CONCRETE: TX I °F, TRANSPORTED BY 02/08/96 AIR CONTENT 4.10 .,x COOE: 9643 Reed SLUMP PICK-UP CHARGE: INCHES 5.50 NO TICKET NO.: 5 3 013 8 FINE AGQREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: UNIT WEIGHT PCF YIELD CF/CY (l'i M.E.P.C. American Properties/Mr.McCr~ Rob Ahmuty (1). McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree.'& Associates~Mr. Scott (%~1) City of Coppell/Mr. Larry Davis ~NED City of Coppell/Mr. Lee Stone TESTMETHOOS: ASTM 031. C~, C1~, C1~, C192, C~l.~C 1~ PAGE1 OF 2 2424 STUTZ DRIVE · SUITE4(X) · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35043019 reed engineering CONCRETE COMPRESSION TEST REPORT 2 (REV'[SED) .,OmNO.: 2317.5 Freeport North Pavin9 - i10'S, 150'W of NW buildin9 corner ~C.m~m~,NE~: Gromatzky Dupree & Associates McFadden & Miller Re~m~,o: M.E.P.C. American Properties DATE: GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPflESEHTED: 02/09/96 4000 PSI 200/300 yds 6AJM~D BY: M. Lawson 03/08/96 02 / 16 / 96o,~m NU,BER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESS~E STRENGTH, P~: AVERAGE ~rRENGTH. PSI: TYPE BREAK: CONICAL (U.N.O.) LABORATORY NUMAR FN020704 FN020705 94,400 120,000 7 28 3340 4240 Does comply with Specification FN020706 116,100 28 4110 4180 METHOD OF CURING: FIECD TEMPERATURE: AMBIENT 11ME OF WPLE: 11: 30 ~UR~ OF ~CR~E: TX I FiNE AGGREGATE: COARSE A~3REGATE: WA~R: ~ENT: ~Y ~: ~R~S): DAYS, LABORATORY FROM 1 'F MIX 67 79 'F. TRANSPORTED BY O2/lO/96 AIR CONTENT 4.40 Reed SLUMP PICK-UP CHARGE: MIX CODE: 9643 INCHES 6.00 Y~ NO TIC~ET NO.: 530447 UNIT WEIGHT YIELD PCF CF/CY DmTRmUnON: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis ~GN~O (1) City of Coppell/Mr. Lee Stone TESTMETHOOS: ~ C31, C~, C1~ C1~, C 192. C~I,~C 1~ pAG; 2 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019