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Freeport NIP(4)-LR 960208 (2)REPORT NO,: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: DATE CA~T: SPECIFICATION: QUANTITY REPRESENTED: 3 Freeport North Piers- K-2, K-3, K-4, K-5, K-6 02/08/96 3000 PSI 10/10 yds ARCH~ECTfENGINEER: Gromatzky Dupree & Associates ~o.~oR: McFadden & Miller R~O,TEDTO: M.E.P.C. American Properties DATE: SAMPLED BY: BY ORDER 03/07/96 02/15/96OROER.UM,ER: F. Steadman Client ffi x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-28.26 ~Q. IN. LABORATORY NUMBER FIE~ NUMBER: FN020801 FN020802 73,800 116,100 7 28 2610 4110 MA~MUM LOAD, LBS: ,~E w.~, TESTED, COMPRESEIVE STRENGTH, PSI: AVERAGE STRENGTH, PS1: FN020803 117,900 28 4170 TYPE ~EAK: ~NICAL (U.N.O.) RE~KS: Does comply with Specification 4140 METHO0 OF CURING: FIELD TEMPERATURE: AMBIENT T~IE OF 8AMPLE: 0 1: 5 0 SOUSE OF CORCRETE: TX I DAYS. LABORATORY FROM M~X 71 'F, AU~M, TRANSPORTED BY 02/09/96 M~X CODE: 5 AIR CONTENT %, Reed SLUMP 5.2 5 INCHES PICK-UP CHARGE: YI~ NO TICKET NO.: 5 318 6 7 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FI.Y ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY msTR,su~o,: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone 1 TESTMETHOO$: ASTM C31, C3g. C143, C173, C192, C231,ORC1064 pAS;: OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT 3 JoR.o.: 2317.5 Freeport North Inlet - 15' inlet @ west side of building REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: Gromatzky Dupree & Associates com~cm,: McFadden & Miller M E.P C American Properties DATE: REPORTED TO: ' ' ' GEOTECHNICAL CONSULTANTS 02/08/96 3000 PSI SPECIFICATION: unknown QUANTITY REPRESENTED: 8AMPt. ED BY: T. Pickens BY ORDER 03/07/96 02/15/96ORDER,UM.ER: Client (6 x 12 INCH) NOMINAL GYUNDER 81ZE: AREA.28.26 ~Q. IN. LABORATORY NUMBER FIELD NUMBER: FN020804 FN020805 163,600 28 5790 MA~MUM LOAD. LB8: 122, 700 AGE WHEN TE~TED, OA~S: 7 4340 COMPRES~VE STRENGTH, PSI: AVERAGE ~TRENGTH, PSI: FN020806 166,900 28 5900 TYPE WEAK: CONIC~ ~.N.O.) ,S~RKS: Does comply with Specification 5850 METHOO OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 7 4 "F MIX 7 6 TIME OF SAMPLE: 05: 59 ~M. SOURCE OF CO~RETE: JB Moore 'F. 02/09/96 AIR CONTENT u,x CORE: UNKNOWN TRANSPORTED BY Reed 8LUMP 3 . 25 PICK-UP CHARGE: YI~ TICKET NO.: 4457 INCHES NO FINE AQi3REGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~-I: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (1) Gromatzky Dupree. & Associates/Mr. Scott McCr~ City of Coppell/Mr. Larry Davis ~P' --~IGNED D,~mmu~o,: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobson (1) (1) City of Coppell/Mr. Lee Stone TESTMETHOOS: ASTM C31, C3g, C143, C173, cig2. C231, ORC1064 p,~; 2 OF 2 2424 STU'rZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019