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Freeport NIP(3)-LR 950815 16 Craftmade Slab - 75'N, 180'W of SE building corner m~.n~c~.~.~ Gromatzky Dupree and Associates REPORTED T(X. reed engineering CONCRETE COMPRESSION TEST REPORT GEIgTECHNICAL CONSULTAN~ o8/15/95 4000 PSI 50/370 yds s,.,FLrmsY: F. Palmer McFadden & Miller, Inc. sYoR=~: Client 09/12/95 M.E.P.C. American Properties mTE: 08/22/95o~,.~~ (~ x 12 INCH) NOMINAL CYUNDER ~ AREA-2~.2~ SQ. IN. LABORATORY NUMBER nE~ NUMBEm CMO 81501 CM081502 CM081503 114,700 115,900 28 28 4060 4100 ~MUM LO~, U~: 83,000 AGE WHEN TESTED. DAYS: 2940 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, TYPE BREAK: CONICAL (U.N.O.) ,~Ks: Does comply with Specification 4080 METHOD ~ CUPJN~: ~EI..D ~ LABORATORY FROM 1 08/16/95 TEMPERATURE: AMBENT 7 9 ~M~ O~ ~--P~: 07: 35 ~' · sou.cE c~ co.c.a'r~ TXI TRANSPORTED BY Reed SLUMP 5.5 0 ,.CriES I:'~,K,.UP CHARGE: u~ co~: 39 'nCKET~.: 436364 FINE AO~REGATE: (X)ARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIOHT CF~ Hol st ruma~ (1) M.E.P.C. American Properties/Mr. Rob Ahmut' ~) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry 2424.STU'IZDRIVE · SUITE400 · DAlLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-O019 16 Craftmade Slab - 345'N, 175'W of SE building corner ~a~£~: GromatzkyDupree and Associates reed engineering CONCRETE COMPRESSION TEST REPORT GEglTECHNICAL CONSULTAN~ McFadden & Miller, Inc. M.E.P.C. American Properties SPECIFICATION: QUANTn~ REPflESENTE~. S~MPLED BY: 09/12/95 08/22/95o~,.uu~ o8/ls/9s 4000 210/370 yds F. Palmer Client INCH) NOMINAL CYLINDER SIZE: ARE~2~2~ SQ. IN. LABORATORY NUMBER FIE~.~S£n: CM081504 CM081505 115,400 28 4080 ~uuu Lo=. ~: 85,000 AGE WHEN TESTED, DAYS: 7 3010 COMPRESSIVE STRENGTH, P~: AVERAGE STRENGTH. PSI: TYPE BREAK: CON~.,H. (U.N.O.) .~a~: Does comply with Specification CM081506 116,300 28 4110 4100 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 ~.~ne ~e~ 84 -F ~ 83 08/16/95 TRANSPORTED BY °F, AIR CONTENT Reed 5.25 PiCK-UP CHARGE: M,X ~OOe: 39 'nc,~ .o.: 436550 FINE A~REGATE: WATER: ~3~F. NT: Ft.Y A~I: UNIT WEIGHT PC~ Rob ~,ON: (1) M.E.P.C. American Properties/Mr. (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott Mc (1) Eckland Consultants, Inc./Mr. Jerry Holstrum~.~o 2424 STU'~ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 21~350-0019 reed engineering GE(9'rECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 16 Craftmade 2317.2 Slab - 475'N, 170'W of SE building corner o8/ s/95 ~000 PSI 320/360 yds ARCH~EOT/EN~INEER: Gromatzky Dupree and Associates SAMPt. ED BY: F. Palmer McFadden & Miller, Inc. M.E.P.C. American Properties BY ORDER 09/12/95 08/22/95OD~Rm~: Client (6 X 12 INCH) NOWINAL CYLINDER SIZE: AREA.2t26 SQ. IN. F~LD NUMBER: CMO 81507 ~uuu ,om. ~ 87,000 7 AGE WHEN TESTED, DAYS: 3080 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, P~: LABORAT~Y NUMBER CM081508 118,200 28 4180 ~BR~N~m.".O.~ Does comply with Specification CM081509 120,500 28 4260 4220 METHOD OF CURING: FIELD DAYS, LABORATORY FROM ~EMPER~TUR~' ~BIE~ 89 'F u,x 87 08/16/95 *F. Reed SLUMP 4.75 =~E OF =c.z~: TXI MIX CODE: 39 7436702 FINE AGGREGATE: (X)ARSE AGGREGATE: WATER: CEMENT: FlY ASH: . . . ROc ---..~ ~ ~.~~ ~,~Bm: (1) M.E.P C American Properties/Mr (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott M (1) Eckland Consultants, Inc./Mr. Jerry Holstrum~%NEO TESTMETHOO~ ABTM Cal. C~o C1~ 01~ C1~ C~t,~01~ p~; 3 OF 4 2424'STUTZDR~E · SUITE400 · DALLAS, T~75235 · 21~350-5600 · (FAX) 21~350-O019 reed engineering GE~)'T'ECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 16 Craftmade Piers - A-9, 9.5, 10, 10.5 & 11 o8/15/91 3000 PSI 20/63 yds ~.n~.~,.££~ Gromatzky Dupree and Associates s~osY: J. Smith McFadden & Miller, Inc. M.E.P.C. American Properties BY~OF: Client 09/12/95 08/22/95o.~m.~.: (6 x 12 INCH) NOMIHAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABO4:IATORY NUMBER CMO 81501 CM081502 81,000 108,200 7 28 2860 3830 MAXIMUM LOAD, LB~: AGE WMEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. P~I: CM081503 112,600 28 3980 ~£~~...o.~ Does comply with Specification 3910 METHOD OF CURING: FIELD DAYS. LABORATORY FROM 1 08/16/95 ~m.~.e ~ 95 'F "~ 96 'F, TRANSPORTED BY AIR CONTENT Reed ~.UMP 5.00 INCHES *nME OF ~P~.E: 02:45 ~u.~ OF ~c~: TX I ~ cooe 5 T~,"',~*r NC.: 437001 FINE A~GREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: UNIT WEIGHT YIELD ~Bu~o.: (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 ~olstrum~,~ TESTMETHOOS: ASI'M (;31, C~, C143, 0173, G192, C231,0RCt0~1 pao~4 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)2141350-O019