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Freeport NIP(3)-LR 950821
reed engineering CONCRETE COMPRESSION TEST REPORT 2317.2 20 Craftmade Piers- W. & E. ramps GEOTECHNICAL CONSULTANTS · .~.~am~ Gromatzky Dupree and Associates McFadden & Miller, Inc. M.E.P.C. American Properties 08/21/95 3000 PSI 19/19 yds .~.~o.Y: J. Smith 09/18/95 .Ym~m~: Client 08/28/95 ~.u.~.: CM082101 CM082102 MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH. 1'81: AVERAGE 8TREHGTH, PSi: 70,000 91,700 7 28 2480 3240 CM082103 88,000 28 TYPE BRF.~ CO~ICAL ~.N.O.) ~ Does comply with Specification 3110 3180 ~"E~..~ 03:20 ~umm ~ ~o~m~m: TXI .~ ~x~: 5 Reed ~t,~, 5.00 ~K~CHARGE: Y~ ~W.~T~.: 440637 ~E8 WATER: GEMEHT: FLY ASH: UNIT INEIGHT PC~ Rob Ahmut Jerry Holstrumm~. ' -- : (1) M.E.P.C. American Properties/Mr. Fadden & Miller, Inc./Mr. Jon Jacobsen omatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. TEST METH(X)6: ASTM C 31, C 3~, C 14,1, O 173. C 192, C ~1, OR C 10~4 I 6 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/360-O019 20 Craftmade Panel - #117 reed engineering CONCRETE COMPRESSIONTEST REPORT GEOTECHNICAL CONSULTANTS 2317.2 JO~.: 08/21/95 4000 PSI 50/270 yds ~o~n~.~ Gromatzky Dupree and Associates ~D~: F. Palmer McFadden & Miller, Inc. M.E.P.C. American Properties 09/18/95 08/28/95 OI~)F. RNUMSER: Client LABORATORY HUMBER CMO 82104 CM082105 92,000 104,400 7 28 3250 3690 MAXIMUM LOAD, LBS: AGE WHEH TEmPI'ED, DAYS: COMPRE88tVE STRENGTH, I~1: AVERAGE STRENGTH. FSI: MC082106 107,500 28 3800 TYPE ~qEA~ COmC,~ N~.O.) ~s: Does not comply with specification 3750 08/22/95 .ix co~: 39 Reed ~ 4.50 ~K~'T~.: 440044 INCHES NO FINE AGGREGATE: (X)ARSE AGGREGATE: WATER: CEMENT: FLY ASH: Rob ,Aha. Scott McCr / Jerry Holstru~ ~m~mo,: (1) M.E.p.C. American Properties/Mr. (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. (1) Eckland Consultants, Inc./Mr. TEST METHOO~ ASTM C 31, C ,te, 0 143, O 17'J, C 192, G 231. OR C 1064 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 20 Craftmade Slab - 130'N, 230'W of SE buildin~ ~: corner ~m~.~,.E~ Gromatzky Dupree and Associates reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 McFadden & Miller, Inc. M.E.P.C. American Properties REPORTED T~ ~: 09/18/95 08/28/95 08/21/95 4000 PSI 60/370 yds F. Palmer Client (8 x 12 ~ NOMINAL GYUNDER 81ZE: AFIE~28~ SQ. IN. ~E~ NUMBE,: CMO 82107 ,~x~uu LO~. u~: 94,000 7 AGE WHEN TESTED. DAYS: 3320 COMPRESS~E STrENgTH, P~: AVERAQE STRENGTH, FSI: TYPE ~EAK: CONIC~ (U.N.O.) REMARKS: CM082108 108,700 28 3840 CM082109 110,800 28 3920 Does not comply with specification 3880 METHO0 OF CURING: FIELD TEMPERATURE: AMBIENT 08:00 ~CON~ TXI FINE A~QREOATE~ WATER: FLY ASH: i DAY~ LABORAT.ORY FFK~I 83 ~ M~x 84 08/22/95 m~s~,TE0 aY Reed · F, "" ~"~J~ ~' ~ 4.50 ~ PtGK-UP GHAFIGE: Yl~ NO M~: 39 T~'~'T NO.: 440053 UNIT WEIGHT PCF (1) M.E.P.C. American Properties/Mr. Rob McCr~ (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstru~o TEST METHODS: ~ O Sl, C 38. C 143, C 17~ C lg2, G 231. OR C 10e4 3 6 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX}2141350-O019 2O Craftmade PROJECT: Panel - #125 engin ring CONCRETE COMPRESSION TEST REPORT 2317.2 JO~ NO.: GEOTECHNICAL CONSULTANTS 08/21/95 4000 PSI 160/270 yds ~..~aNOINBE.: Gromatzky Dupree and Associates CONTRACTOR: REPORTED TO:. McFadden & Miller, Inc. M.E.P.C. American Properties 09/18/95 08/28/95 F. Palmer Client (6x 12 INCH)NOMII~LCYUNDERSIZE: AREA*~SQ. IN. ~ELD NUMBER: CMO 82110 CM082111 90,000 100,000 7 28 3180 3540 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE 8TRENGTH, PSI: AVERAGE STRENGTH, PSI: CM082112 104,000 28 3680 CONICAL ~.N.O.) Does not comply with specification 3610 cum. G: .ELD i ~YS, ~aO~T.m¥ F~ 08 / 22 / 95 TEMPEF~TURE: ~4~NT 9 0 'F M~( 8 7 'F. ~J. CO~TENT T~EO~.L~ 09:25 co.c.~e TXI .~ co~: 39 Reed ~u., 5.00 nc~ No.: 440191 IqHE AQGREQAI'E: (;OAI:ISE AGGREGATE: WATER: CEMENT: FLY ASH: UNIT WEIGHT PCP YIELD CF,'CY (1) M.E.P.C. American Properties/Mr. Rob Ahmuty//~ (1) McFadden & Miller, Inc./Mr. Jon Jacobsen (1) Gromatzky Dupree and Associates/Mr. Scott Mc~ (1) Eckland Consultants, Inc./Mr. Jerry Holstrumme. E~ '-- TEST~ ASTM C$$, C38. C143, CIFJ, C19~. C231, ORC1064 4 6 2424 STUTZ DRIVE · SUITE400 · DALLA~ TEXAS 76235 · 214/35(~5600 · (FAX)214/350~X)19 20 Craftmade Slab - 375'N, 220'W of SE building corner reed engineering ; GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSIONTESTREPORT 2317.2 08/21/95 4000 PSI 250/370 yds ~a,G~£E~ Gromatzky Dupree and Associates Palmer McFadden & Miller, Inc. M.E.P.C. American Properties 09/18/95 8¥~: 08/20/95 Client lABORATORY NUMBER ~,uu~,: CM082113 CM082114 109,100 28 3860 u~uuu LO/~, L~: 95,0 0 0 AGE WHEN TESTED. D~Y$: COMPRESSIVE 8TFIENGTH. P~I: AVERAGE STRENGTH, PSi: 7 3360 CM082115 112,200 28 3970 TYPE BREAK: CONICAL ~.N.O.) ~,KS: Does not comply with specification 3920 METHOO OF CURING: FIELD I DAYS, LABORATDRY FROM TEMPERATURE: AMBIENT 92 ~ U~ 86 ~E~SAMma: 09:50 AM/~, 08/22/95 11::&q~P(~DB¥ Reed · F, ~.T ~' ~" 5.00 ~K~P ~E: YI~ u~co~: 39 ~K~T~.: 440211 WATER: FLY ASH: UNIT WEIGHT McCra~ (1) M.E.P.C. American Properties/Mr. Rob Ahmuty (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstrun~o 5 6 2424 STUTZ DRIVE · SUITE400 · DALLA~T~75235 · 21~354~5600 · (FAX)21~35043019 20 Craftmade Slab - 480'N, 210'W of SE building ~c,~: corner ~=..~c~,: Gromatzky Dupree and Associates McFadden & Miller, Inc. co~macTofl: 09/18/95 M.E.P.C. American Properties 08/28/95 RF_oOflTED TO:. D~TE: reed engineering CONCRETE COMPRESSION TEST REPORT 2317.2 JOG NO.: GEOTECHNICAL CONSULTANTS 08/21/95 4000 PSI 340/350 yds 8AI~Lot. EDBY: F. Palmer Client ~BY OilieR ~: ORDER NUMBE~. (8 x 12 IHCH) HOMINAL CYUHDEfl SIZE: AREA-2L2~ SQ. IH. FIELD NUMBER: MAX]MUM LOAD, LBS: AGE WHEN TE8TED, DAYS: COMPRESSIVE STRENGTH, P~I: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER CM082116 CM082117 CM082118 91,000 106,100 111,000 7 28 28 3220 3750 3930 Does not comply with specification 3840 METHOD OF CURING: FIELD 10:35 fiNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: I ~YSoLABORAT~YFROM 08/22/95 'TF~HSPC~DBY Reed 98 'F MiX 8 8 'F, AIR CONTENT u.x CODE: 39 scuuP 5.00 PICK-UP CHARGE: YI~ ~c~ .o.: 440303 UNIT WEK3HT (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCra (1) Eckland Consultants, Inc./Mr. Jerry Holstrum~e,~ TESTMETHOOS: ~ C31, C~. CS43. O173. C192. C231, ORCIM4 6 6 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX) 214./350-0019