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Freeport NIP(3)-LR 950817 (2) reed .engineering G~OTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 18 ~.: 2317.2 Craftmade Slab - 10'N, 300'W of SE building corner 08/17/95 4000 PSI 70/300 yds m~.,~a~.~,: Gromatzky Dupree and Associates BY: M. Lawson McFadden & Miller, Inc. M.E.P.C. American Properties 'BY ORDER 09/14/95 08/24/95o~o~,~BE,: Client (~ x 12 INCH) NOMINAL CYUNDE~ S~ZE: AREA-2e~ ~Q. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AQE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH. PSI: AVERAGE STREHGTH, PSI: TYPE BREAK: CONICAL RLN.O.) REMARKS: ~T~Y N~BF.I:I CM081701 CM081702 CM081703 100,000 130,300 134,300 7 28 28 3540 4610 4750 Does comply with Specification 4680 METHOD OF CURING: FIELD TEMI~RATURE: AMelENT FINE AQQREGATE: COARSE AGGREGATE: WATER: CEMENT: I%Y ~: 03:45 TXI DAYS, LABORATORY FROM MIX 74 83 TRANSPORTED BY 08/18/95 Reed ~F, AIR CONTENT %%, ~LUMP .IX co~: 39 ~c~ ~o.: 438228 UNIT WEK]HT 5.5 0 ~: (1) M.E.P.C. American Properties/Mr. Rob Ahmu~~ J(1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstru~, 'I'~'TME'T'~O(2~ ~ Cat. 03~, 014,,~ C173. CtB2. C2~t,O~Ct0M. PAGE 2424 STUTZ DRIVE · SUITE400 · DALLAS~ TEXAS 75235 · 214/350-5600 · (FAX) 214/350-O019 1 4 reed.engineering G'EOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 18 2317.2 Craftmade PROJECT: Slab - 20'N, 100'W of SE buildin9 ux~o.: corner ~~.a~m,: Gromatzky Dupree and Associates McFadden & Miller, Inc. CONTPACT~q: 09/14/95 M.E.P.C. American Properties 08/24/95 08/17/95 4000 PSI 170/300 yds S~DBY: M. Lawson Client BY ORDER OF: (6 x 12 INOH) NOM~L CYUNDE~ ~4ZE: i. ABOP~TC)~Y NUMBER CMO 81704 CM081705 89,000 116,100 7 28 3150 4110 MAY]MUM LOAD. lBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE STREHQTH. PSt:. CM081706 113,800 28 4020 CONICAL. ~.N.O.) Does comply with Specification 4070 METHOO ~ CUR~: FIELD ~Y~ ~ABO~AT~Y ~ 1 T~P~P~.E: ~B,~T 75 'F MR 80 08/18/95 mAN~,o.~os¥ ~ CONTENT Reed ~u., 4.50 INCHES .~ co~: 39 PICK-UP C)4ARaE: Y~ ~CK~ .O.: 438286 WATER: CEMENT: R.Y ASH: UNIT V~:IGHT ~ (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCr~ ~,~//~l~-- (1) Eckland Consultants, Inc./Mr. Jerry Holstrumma~ TE~T METHOOS: ASTM C 31. C 38. C 143, C 17~ C 19~, C ~31. OR C tM4 2 2424 STUl~ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-O019 4 reed .engineering GE'OTECHNIC. AL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 18 2317.2 Craftmade Panel - #108 m~m~c~aNe~,: Gromatzky Dupree and Associates McFadden & Miller, Inc. M.E.P.C. American Properties 08/17/95 4000 PSI 40/150 yds Lawson 09/14/95 BYORDER~: 08/24/95 ORD~q N~BE~ Client (~ x 12 IN~ NOMINAL CYL3NI~.R SIZ~ ~N~SE,: CM081707 CM081808 97,000 117,700 7 28 3430 4160 MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE ~TRENGTH, PSi: AVERAGE STRENGTH, PS1: CM081709 116,500 28 4120 CONICAl. ~.N.O.) Does comply with Specification 4140 m^,s,o,TEo ~. Reed a.u~P 6.00 FICK-UP CHARGE: TK;KEr NO.: FINE AGQRE{~a, TE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: UNIT WEIGHT PCF YIELD CF/CY m~mo.: (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 Holstrumm~~ TESTMETHOO8: ASTM C$~. C~. C143, C173, ¢1e2. ¢231, ORCt°64 3 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 18 Craftmade Piers - L-20.5, 20, 19.5, 19 & 18.5 ~m,~a.~N~ Gromatzky Dupree and Associates reed.engineering G~OTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 McFadden & Miller, Inc. M.E.P.C. American Properties 08/17/95 3000 PSI 20/20 yds 8AklPLEDSY: J- Smith 09/14/95 '~YO~: 08/24/95 ORDER N~BE~ Client (6 x 12 INCH) NOMINAL CYUNDER 81ZE~ LABORATORY NUMBER CMO 81710 CM081711 97,500 122,900 7 28 3450 4350 MAXm4UM LOAD, tBS: AGE WHEN TESTED, DAYS: COMPRES.,~',~E STRENGTH, P$~: AVERAGE ~'rRENGTH, PSi: CM081712 125,900 28 4450 CONICAL ~.N.O.) Does comply with Specification 4400 METHOO OF CURING: FIELD 1 DAYS. U~O~O~Y F~O~ 08/18/95 u,x 92 .F. ~fl CONTENT Reed scuM,, 5.00 T~EOFS~: 12:10 ~U.~ ~ CO, C~n~: TXI u~x COOE: 5 ~K~CHARGE: 'I'~"KET~.: Y~ INCHES FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: McCr Holstrum~ . v =~mmmo.: (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 TE~TMETHQ08: ASTM C31, C38. C 143, C 173. C 192. C231.0FIC 10~4 4 4 2424STUTZDRNE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350.0019