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Freeport NIP(3)-LR 950808
reed engineering CONCRETE COMPRESSION TEST REPORT GEOTECHNICAL CONSULTANTS ll 2317.2 Craftmade Slab - 85'N, 30'E of SW building ~c,~o,: corner ~c.~.a~EEm GromatzkyDupree and Associates McFadden & Miller, Inc. CO.T~O~. 09/05/95 M.E.P.C. American Properties 08/15/95 08/08195 4000 PSI 50/300 yds ~q. EDBY: J- Phipps Client 'BY Of:IDER ~: ORDER USER: (6 x 12 INCH) NOMINAL CYLJNDER ~IZE: ARF. A-2~.26 SQ. IN. REID NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSNE STRENGTH. PSi: AVERAGE STRENGTH, PSi: TYPE SREAK: CONm_,N. (U.N.O.) REMA,qKS: LABOI~T~Y NUMB~ CM080801 CM080802 78,000 114,000 7 28 2760 4030 Does comply with Specification CM080803 CM080804 113,700 28 HOLD 4020 4030 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT n. EOF~ 07:09 ~u,cE OF co, c~: TXI FINE A~REGATE: COARSE AQQREQATE: WATER: CEMENT: R.Y A~H: 1 DAYs. ~T~¥ F~O~ 08 / 09 / 95 TRANSPORTED BY Reed 81 ~ MR 91 'F. AIR CONTENT SLUMP 7.75 M~ COO~ 39 PICK4JP CHARGE: Y..~ 'nCKET.O.: 431474 UNIT WEK~HT YI~ID INCHES CF~'Y McC Holst m~m~mo.: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry TEST METHODS: ASTM C31. C~, 0143, 0173, C192, C231,0~C I 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 11 Craftmade reed engineering CONCRETE COMPRESSION TEST REPORT 2317.2 Slab - 260'N, 30'E of SW building U~A~O.: corner ~n~aN~N£E.: GromatzkyDupree and Associates McFadden & Miller, Inc. cowmAC~m: 09/05/95 M.E.P.C. American Properties 08/15/95 I GEOTECHNIC. AL CONSULTANTS 08/08/95 4000 PSI 160/300 yds W~D~: J. Phipps Client 'BY ORDER ~: ORDER NUMBER:. (6 x 12 INCH) NOMINAL CYUNDER SIZ~ AREA-28.26 SO. IN. LABORATORY NUMBER ~.~,: CM080805 CM080806 97,500 117,700 7 28 A~E WHEN TESTED. DAYS: 3450 4160 AVERAGE STREHGTH. PSI: CM080807 -'~'26,'000 28 4460 4310 TYPE ~EAK: CONICAL ~.N.O.) ~ Does comply with Specification CM080808 HOLD TEMPERATURE: AMBIENT 8 4 ~'F TIME OF ~M~IPLE: 0 8 : 4 5 AM/~, sou.c~ OF co.cR~ TXI DAYS. LASORAT(~RY FROM u~x 90 COARS~ AGGREGATE: WATER: CEMENT: FlY ASH: 08/09/95 · F. NR CONTENT .~ cooE: 39 Reed. PICK-UP CHARGE: Y~ NO T~C~=T ~:X: 431636 UNIT Y~.IGHT YIELD OF/CY (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller, Inc./Mr. Jori Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCra: (1) Eckland Consultants, Inc./Mr. Jerry Holstrummo.~ TESTMETI'IOO~: ASTM C31. C~. C$43, Ct?~, C192. C~t. 0RCIM4 2 4 2424 6TUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)2141350.(X)19 reed engineering GI~OTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPOFrr 2317.2 JOB NO.: 11 Craftmade Slab - 85'S, 30'E of W. wall mid-point 08/08/95 4000 PSI 250/300 yds ~~,~IN~ Gromatzky Dupree and Associates S~D sY: J- Phipps REPORTED McFadden & Miller, Inc. M.E.P.C. American Properties 09/05/95 08/15/9s ORDER N~BE~. Client (~ x 12 INCH) NOMINAL CYUNDER ~ ARF.~28~ SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAm CONk~.~. N.N.O.) RBdARKS: LABORAT~Y NUMBER CM080809 CM080810 CM080811 CM080812 110,000 135,900 141,300 7 28 28 HOLD 3890 4810 5000 Does comply with Specification 4910 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT ~.EOF~U~: 10: 08 sou~; OF co.c,~: TXI COARSE AGGREGATE: WATER: CEMENT: FLY ASH: 1 DAYS. UmO~T.~PROM 08/09/95 ~*NS~m~SY Reed msmmuno.: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstrumae.~ 3 4 TE~ME'rHOOS: A~ C~1. G~. C1~ C1~ Ct~ C~t.~Ct~ pAOl; OF 2424STUTZDRNE · SURE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 21~35G-0019 11 Craftmade Piers -J-l, H.5-1, H-l, G.5-1, G-1 reed engineering GI~OTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JO~ NO.: ,~.~c~aNG~£~: Gromatzky Dupree and Associates McFadden & Miller, Inc. M.E.P.C. American Properties REPORTED ~ DATE: o8/o8/95 3000 PSI 10/10 yds ~P~O BY: J- Phipps 09/05/95 08/15/95 ORDER NUMBER: Client LABORATOJRY NUMBER FIELD NU.BER: CMO 80813 CM080814 85,000 116,000 7 28 3010 4100 MAXIMUM LOAD. LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 4120 TYPE ~F..,*X: CONICAL ~.N.O.) ,e~,~: Does comply with Specification CM080815 116,900 28 4130 CM080816 HOLD METHOD OF CURING: FIELD TEMPERATURE: AMBIENT n.E OF ~u~: 10: 35 ~OF~.m TXI FINE AQQREQATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: 1 89 'F DAYS. LABORATORY FROM 0 8 / 0 9 / 9 5 TRANSPORTED BY MIX 9 0 'F. AIR CONTENT ~. Reed ~P 5.25 MIX COOE: 5 PICK-UP CHARGE: Y~,~ T,C,m.O.: 431788 INCHES ~,m~,.~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut, (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCra (1) Eckland Consultants, Inc./Mr. Jerry Holstrum~mE~ TEST METHODS: ASTM C31. C3e. C143, CIT3, C192. C231. ORC1044 4 4 2424 STUTZ DRIVE · SUITE400 · DALLAS. T~75235 · 214/350-5600 · (FAX) 2141350-0019