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Freeport NIP(3)-LR 950809 12 Craftmade P~OJ~'T: Slab - 80'N, 80'W of SE building ~c, no.: corner ~..~.a~,: Gromatzky Dupree and Associates reed engineering CONCRETE COMPRESSION TEST REPORT 2317.2 GEO i,-CHNICAL CGNSUI.~Ni~ SAMPLED BY: McFadden & Miller, Inc. M.E.P.C. American Properties 09/06/95 08/16/95 08/09/95 4000 PSI 70/370 yds J. Phipps Client F~ ~n: CM080901 99,000 7 AGE WHEN TESTED, DAYS: 3500 AVERAGE STRENGTH, PSI: CM080902 121,000 28 4280 CM080903 120,000 28 4240 COtaCAL N.N.O.) Does comply with Specification 4260 CM080904 HOLD METH(X) OF CURING: FIELD ~.E OF s^m~: 07: 16 ~ OF co.c.~: TX I FINE A88.qEGATE: WATER: CEUENT: FLY ASH: 1 DAYS. LABORATORY FROM 77 '~ M~x 87 08/10/95 *F, AIR (X~T .,x oo~: 3 9 TRAN~D~¥ Reed ~P 5.50 PtCK~PCHN:~E: Y~ 432543 ~CKE~.: Fadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCra (1) Eckland Consultants, Inc /Mr Jerry Holstru~ 1 5 TESTMETHOOS: ASTM C~1, C38, C143. O173, C192, C231, ORC1~4 pAg)F.__._OF , 2424 STUTZ DRIVE · SUITE400 · DALLA~ TEXAS 75235 · 214/35~5600 · (FAX) 214/3504X)l~ 12 Craftmade Slab - 160'N, 60'W of SE building corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 ~O~ NO.: 08/09/95 4000 PSI 150/370 yds ~.~.a~R: Gromatzky Dupree and Associates McFadden & Miller, Inc. M.E.P.C. American Properties 09/06/95 08/16/95 8AMPt~DBY: B. Lucas Client 'BY ORDER ~: ORDER NUMBER: (~ x 12 INCH) HOMINAL CYLINDER ~ZE: AREA-2~26 SQ. IN. LABORAT~YNUMBER ~.UM~R: CM080905 112,500 MAX~gUM LOAD, L~ 7 AGE WHEN TESTED. DAYS: 3980 COMPRESSNE 8TflENQTH. P~: AVERAGE 8TflE~TH, P~: CM080906 CM080907 CM080908 128,200 130,000 28 28 HOLD 4530 4600 4570 TYPE ~qF.N(: CONICAL N.N.O.) ~ Does comply with Specification METHOD OF CURING: FIELD DAYS. lABORATORY FROM T~m~TU,~: ~.SE.~ 79 '~ "~ 88 08:15 .OURCE OF ~: TXI FINE AGGREGATE: COARSE AGQREOATE: WATER: CEMENT: FLY ASH: 08/10/95 TP~S~Om~D SY 'F, AIR CONTENT M~x ~x~: 39 Reed ~UMP 6.00 PtCK.UP CHN~E: ~T.O.: 432644 (1) McFadden & Miller, Inc./Mr. Jon Jacobsen McCra~~~--"~ (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstrun~D (1) M.E.P.C. American Properties/Mr. Rob Ahmuty 2424 STUTZ DRIVE · 2 TEST METHODS: ASTM C 31, C 3~. C 143, C 173. C t92. C 231, OR C 1064 pAGF OF SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-O019 5 12 Craftmade P~O~EOT: Slab - 220'N, 60'W of SE building U~A~O~. corner ~H~,O~,: Gromatzky Dupree and Associates McFadden & Miller, Inc. 00WmAO~ 09/06/95 M.E.P.C. American Properties 08/16/95 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 ~0~ NO.: 08/09/95 4000 PSI 210/370 yds ~o~: B. Lucas Client ORDER ~: ~ ~,: CM080909 CM080910 ~ L~. ~: 117,500 130,300 7 28 ~E ~ ~D. DA~: ~60 ~10 ~E~ ~NG~. ~: AVERAGE ~TRENGTH. P~: CM080911 CM080912 134,800 28 HOLD 4770 TYPE B~AK: 0ON.AL ~.N.O.) ~: Does comply with Specification 4690 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT ~0~: 09:05 ~ ~ Om0~: TXI FINE AGGREGATE: COARS~ AGOREGATE: WATER: CEMENT: FI.Y ASH: I ~¥s. umo~m. Y ~o- 08/10/95 T~%~NSPOFFrED BY 80 'F miX 87 'F. MR ~X 000~: 39 Reed P~CK-UP CHARGE: Y~ 140 ~no.: 432705 McCra~ ~m~m~: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty (1) McFadden & Miller, Inc./Mr. Jon Jacobsen (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry HolstrUmmo.~ TEST METHODS: ASTM C31. 0~8. 0143, 017~. C192, C231, ORC10~4 3 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-(X)19 reed engineering CONCRETE COMPRESSION TEST REPORT 12 2317.2 Craftmade PROJEOT: Slab - 365'N, 80'W of SE building u~o.: corner ~.~C~m~,E£,: Gromatzky Dupree and Associates GEOTECHNICAL CONSULTANTS REPORTED TO: 08/09/95 4000 PSI 310/370 yds s~,,.~Ev: J. Phipps McFadden & Miller, Inc. M.E.P.C. American Properties 09/06/95 08/16/95 ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYUNDER ~_~'_; AREA4~ 80. I~. FIELD NUMBER: MAXIMUM LOAD. LBS: A~E WHEN TESTED, DAYS: COMPRE~VE STRENGTH. PSI: AVERAGE STRENGTH, P~I: ~ BRF.~m ~ (U.N.O.) REMARKS: ~T~Y NUMBER CM080913 CM080914 98,000 125,900 7 28 3470 4450 Does comply with speCification CM080915 123,800 28 4380 4420 CM080916 HOLD METHOD OF CUP.'NQ: RELD 1 TEMPERATURE: AMmEHT 8 6 ~ OAYS, UmO~Tq~Y ~O. 08 / 10 / 95 ~,~m~o aY m~ 90 'F, A~ CONTENT q%, Reed ~UMP 5.00 IHCHES · n~ oF a, ua,ta: 10:20 ~ o~ COaCRETE: TXI u~ co~: 39 PI~K-UP CHARGE: Y~,~ ·ncr, e'T ~o.: 432824 FINE AGGREGATE: WATER: FLY ~ ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/G"Y ~m~,o.: (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 Holstrumsn.~ 4 TE~METHO08: ~ C$1. C~, ClX, C1~, ClX, C~1.~C10~4 PAO~r 2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 12 Craftmade reed engineering I' GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 Piers - K-13 through K-20 ~m~m,~.~R: Gromatzky Dupree and Associates McFadden & Miller, Inc. M.E.P.C. American Properties 09/06/95 'BYo~: 08/16/95 ~DER N~R: 08/09/95 3000 PSI 10/10 yds J. Phipps Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-~.2~ ~Q. IN. F~ NUUSER: CM 080917 CM080918 75,000 88,000 7 28 2650 3110 MAX]MUM LOAD. LB~: AGE WHEN TESTED. DAYS: COMPRE~SNE 8TREH(3TH. P~I: AVERAGE 8TREHOTH, PSI: CM080919 91,600 28 3240 TYPE ~EAK: CONk~ ~.N.O.) W~mKS: Does comply with Specification 3180 CM080920 HOLD METHOD ~ CURING: ~ELD ~YS, LABORATORY FROM 1 08/10/95 TRANSPORTED BY Reed TEmPErAtURE: ~E.T 93 .F u~x 91 .F. CONTENT 5.50 11:10 Y~ MIX CODE: 5 ~L=r~.: 432890 F1HE )3]GREQATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: UNIT WEIGHT PCF ~NCHE8 (1) McFadden & Miller, Inc./Mr. Jon Jacobsen (1) M.E.P.C. American Properties/Mr. Rob Ahmuty TESTMETHOO$: A~TM C3t. C3g, C143. C173, C192, C23t, ORC1064 5 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-O019 (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstrumm~Eo