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Freeport NIP(3)-LR 950811
reed engineering CONCRETE COMPRESSION TEST REPORT 14 2317.2 RE~)RT ~.: JOB ~.: Craftmade PROJECT: Piers - E-17, E-18, E-19, E-20, E-21, LOCaT~N: E-22 GEOTECHNICAL CONSULTANTS 08/11/9s 3000 PSI 10/30 yds ~c.n~NeiN~R: Gromatzky Dupree and Associates McFadden & Miller, Inc. M.E.P.C. American Properties 09/08/95 08/18/95 &NdPLED BY: 'BY ORDER OF: ORDER NUMBER: B. Steadman Client (S x 12 INCH) NOMINAL CYUNDER SIZE: AREA-2~.2~ SQ. IN. FtEID NUMBER: MAX~IdUM LOAD, lBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, P~: TYPE BREAY¢ CONIC, N. N.N.O.) LABORATORY NUMBER CM081101 CM081102 85,500 103,500 7 28 3020 3660 Does comply with Specification CM081103 102,000 28 3610 3640 CM081104 HOLD METHOO OF CURING: FIELD T~P~,U~E: *,~ENT 92 TIMEOFSAMPtE; 02: 30 SOU.CE OF CO~mET~ TXI 1 DAYS. umO,*T(mY F,O-- 08/12/95 MIX 93 'F. ~. CO.TENT MIX COOE: ~,~O~ED BY Reed ~UMP 5.25 PICK*UP CHARGE: Y~ INCHES F~E AQQREQATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: N~UlXI~JRE(S): UNIT WEIGHT YIELD CF~Y (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstrums~.~ (1) M.E.P.C. American Properties/Mr. Rob Ahmut' TEST METH(X)8: ASTM C35. C3~, C 143, C 173, C 192, C ~31. mC 1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, ~ 75235 · 214/350-5600 · (FAX) 214/3 50-0019 i 5 reed engineering CONCRETE COMPRESSION TEST REPORT 14 2317.2 Craftmade Slab - 75'N, 120'W of SW building corner ~~,~,~: GromatzkyDupree and Associates McFadden & Miller, Inc. 09/08/95 M.E.P.C. American Properties 08/18/95 GEOTECHNICAL CONSULTANTS 08/1[/95 4000 PSI 80/370 yds 6;&~.~DBY: J. Phipps Client BY ORDER OF: LABORATORY NUMBER ~ .u. sER: CMO 81101 CM081102 CM081103 CM081104 124,000 124,600 28 28 HOLD 4390 44~0 ,~uuu LO~. ~: 9 8,0 0 0 7 AGE WHEN TESTED. DAYS: 3470 CO~PRE,~,IVE STRENGTH, PSi: AVERAGE ~rRENGTH. PSI: 4400 TYPE ~EAK: CONICAL ~.N.O.) ~ Does comply with Specification METHO0 OF CURING: FIELD ~MEOF~M~ 07:12 ~ OF co. cn~r~: TXI FINE AGGREQATE: COAR~ AGGREGATE: WATER: C~IENT: R.Y ASH: 1 DAY~LA~ORATC~YFRO~ 08/12/95 TRANSPORTED BY Reed 78 ~ "~ 90 'F. NR CONTENT ~uu, 5.50 PICK-UP CHARGE: Y~,~ .~ coo~: 39 ~cx~r.o.: 434545 UNIT WEIGHT YIELD INCHES (1) McFadden & Miller, Inc./Mr. Jon Jacobson Mc~ ~ (1) M.E.P.C. American Properties/Mr. Rob (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstru~ · m. sruLm,=~ ,,.STU CZ,. C~,. C,~ C,~ C,~.. 2424 STU'rZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 2 5 14 Craftmade Slab - 140'N, 120'W of SE building corner ~c~m~m.~,.~m Gromatzky Dupree and Associates McFadden & Miller, Inc. 09/08/95 M.E.P.C. American Properties reed engineering CONCRETE COMPRESSIONTESTREPORT 2317.2 JO~.: GEOTECHNICAL CONSULTANTS 08/11/95 4000 PSI 140/370 yds SAMP~DB~: J. Phipps 'BY m~. OF: Client 08/18/95 OR~ N~R: FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STREHGTH, PSI: TYPE BREAK: CONiC)X {U.N.O.) REMARKS: CM081105 CM081106 100,000 114,000 7 28 3540 4030 Does comply with Specification CM081107 CM081108 113,400 28 HOLD 4010 4020 METHOD OF CURING: FIELD TEMPEP~TU~E: AMBIENT 0AYS, LABORATORY FROM 08 / 12 / 95 ~,~m~m~ BY MU< 90 'F. MA CO.T~T ~. Reed ~uu, 6.00 IHCHES ~.EOF~.mm: 08:00 ~o~mm o~ co.c.m~ TX I MIX CC)OE: 39 PiCK-UP CHARGE: Y~ T~KET NO.: 434610 FINE AQ~REGATE: COARSE AQGI~QATE: WATER: CEMENT: FLY A~H: AOMDCTURE(S): D~T~BUT~: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCr; (1) Eckland Consultants, Inc./Mr. Jerry Holstrumm~.ED TEST MET)M3OS: ASTM C 31. C 3e. C 143. C 173. c 192. C 231. OR C 1064 3 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 AIK~nECT~..~.~EE"~ Gromatzky Dupree and Associates McFadden & Miller, Inc. M.E.P.C. J~aerican Properties reed engineering Gi:OTECHNICAL CONSULTAN1~ CONCRETE COMPRESSIONTESTREPORT 14 2317.2 ~Oe ~.: Craftmade Slab - 260'N, 120'W of SE building corner 'BY ~R ~: 09/08/95 o8/ 8/9s O8/l /gs 4000 PSI 240/370 yds J. Phipps Client (6 x 12 INCH} NOMINAL G'YUNDEFI SIZE: A~EA-28~ SQ. IN. LABORATORY NUMBER e~ .u.K.: CM 081109 CMO 81110 97,000 119,500 MAX]MUM LOAD, LBS: 7 28 AGE WHEH TESTED, DAYS: 3430 4230 COMPRESSIVE STRENGTH. I~1: AVERAGE STREHGTH. CM081111 123,400 28 4360 TYPE ~F. AK: CONk:AL ~.N.O.) ~.~ Does comply with Specification 4300 CM081112 HOLD .~moo o~ ~.,.~: ~,o 1 o^¥s. u~:~t~aY Fao- 08/12/95 TEM~eE: ~.mE~ 90 'F M,X 90 · o~.c~ o~ co.c.m~ TXI TRANSPORTED BY AIR CONTENT .,x ~:~:' 39 Reed ~u.. 7.00 ~T~ 434716 F1NE AGGREGATE: ~ AGGREGATE: WATE~ CEMENT: FLY ASH: N~IXTU~E(S): UNIT WEIGHT PCF YIELD (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstrumm~.ED (1) M.E.P.C. American Properties/Mr. Rob Ahmut' TESTME'r,ooa: AsrM Ca,. C3e. C,3. C,73. C,~. c=3,.mc,oe4 2424 STUTZ DRIVE · SUITE4(X) · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/3504:X)19 4 5 PAO~ OF~ 14 Craftmade Slab - 415'N, 120'W of SE building corner ~c.n~.~,N~ Gromatzky Dupree and Associates McFadden & Miller, Inc. 09/08/95 M.E.P.C. JLmerican Properties 08/18/95 reed engineering GI~OTECHNICAL CONSULTANTS 08/11/9s 4000 PSI 340/360 yds s~oBv: J. Phipps ~oR~m~: Client CONCRETE COMPRESSIONTESTREPORT 2317.2 JO~ ~.: (6 x 12 INCH) NOMINAL CYLINDER ~IZE: AFIF.~EB~ ~O. IN. REID NUMBER: MAX]MUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. PSi: AVERAGE STRENGTH, PSI: REMARKS: LABORATORY NUMAR CM081113 CM081114 109,000 129,100 7 28 3860 4570 Does comply with Specification CM081115 CM081116 131,300 28 HOLD 4640 4610 METHO00~ CURING: FIELD 1 TEMPerATeS.' ~mE.T 93 .F DAYS, LABORATORY FRO~ 08 / 12 / 95 ~RANBPORTED BY u~ 93 -F. ~n CO, TENT ~. Reed ~uu, 4.75 ~CHES ~.E~u~: 10: 00 ~u~E ~ CORCR~ TXI u~x ooo~: 39 T~CK~r ,0.: 434792 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEIdENT: FLY A~-I: UNIT WEIGHT YIELD PC4: CF,'CY (1) McFadden & Miller, Inc./Mr. Jon Jacobson =ST~mmoR: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) Gromatzky Dupree and Associates/Mr. Scott McCra: (1) Eckland Consultants, Inc./Mr. Jerry Holstrum~.~ TESTMETHOOS: ABTM 031. 038, 0143, C173, C 192, 0231, ORC1064 5 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, ~ 75235 · 2141350-5600 · (FAX)214/350--0019