Loading...
Freeport NIP(3)-LR 950810 13 Craftmade PROJECT: Slab - 60'N, 75'E of SW building ~c,~o,: corner ~~.ew~ GromatzkyDupree and Associates McFadden & Miller, Inc. CONTRACTOR: M.E.P.C. American Properties r- ed engineering GE~OTECHNICA, L CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 WPt. ED BY: 'BY ORDER OF: ORDER NUMBER: 09/07/95 08/17/95 08/10/95 4000 PSI 60/370 yds J. Smith Client (6 X t2 INCH) NOMINAL CYUNDER ~ZE: . ARF.~28.26 80. IN. FIELD NUMBER: MAX]MUM LOAD, AGE WI'IEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSi: TYPE BREAK: CONIC, N. (U.N.O.) REMARKS: LABOf~kTORY NUMBER CM081001 CM081002 100,000 120,400 7 28 3540 4260 Does comply with Specification CM081003 125,000 28 4420 4340 METHOO OF CURING: FIELD 1 TEMPERATURE: AMBIENT 7 9 'F ~.EOFS~ 07: 20 ~. DxYs, U.K~TO~Y F~:W 08/11/95 MIX 8 9 ')F, AIR CONTENT .IX cooE: 39 FINE AQGREQATE: C(:~%=~SE AQOREGATE: WATER: FLY ASH: TRANSPORTED BY Reed ~u,, 5.00 PiCK-UP CHARGE: YI~ NO T,~E'r .O.: 433534 (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCraz (1) Eckland Consultants, Inc./Mr. Jerry Holstrumme, ED TESl'METHO0~: AS'TM C31, Cae, (314~ C17~. Ct9~ C231, ORCt0~4 1 3 2424 STU'IZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 2141350-5600 · (FAX)214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT J GEOTECHNICAL CONSULTANTS 13 2317.2 REPORT ~.: JO~ ~.: Craftmade Slab - 200'N, 60'E of SW building ~c~oR: corner 08/lO/95 4000 PSI 160/370 yds ~.~m~BER: Gromatzky Dupree and Associates McFadden & Miller, Inc. M.E.P.C. American Properties 09/07/95 08/17/95 J- Smith Client OP. DER NUMBER: (~ x 12 INGH) NC~41/~.L GYUNDER ~Z~: AREA-~8.~ SQ. IH. LABORATORY NUMBER ,UMBER: CMO 81004 CM081005 118,300 28 4180 ~x~uM LO~D. ~S: 101, 000 7 AGE WHEN TESTED, DAYS: 3570 COMPRES~ STRENGTH, PSi: AVERAGE STREHGTH, PSI.' CM081006 115,300 28 408O ~~co.~m...o.) Does comply with Specification 4130 METHO0 OF CURING: nELO 1 OAYS. L~OF~TgRY FROM 08 / 11 / 95 U~ 90 .F. AIR CONTENT coo,=: 39 'TEIdPEF~llJRE: A~BIENT 8 3 ~-E OF S,~.E: 09: 00 ~ OF CO.C.E~: TXI ~~OBY Reed ~UMP 5.25 ~KETNO.: 433726 COARSE AGGREGATE: WATER: CEMENT: FLY ASH: UNrT W~GHT INCHES urr~Bu'noR: (1) M.E.P.C. American Properties/Mr. Rob Ahmu~ , . . Jacobson /~,~~-- (1) McFadden & Miller Inc /Mr Jon (1) Gromatzky Dupree and Associates/Mr. Scott Mc (1) Eckland Consultants, Inc./Mr. Jerry Holstrumm~~ ' I'ESTMETHOOS: ASTM C3t. C~ C143, C17~ C1~ CZ~I. ORCI(~4 2 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-(X)19 reed engineering CONCRETE COMPRESSION TEST REPORT GEOTECHNICAL CONSULTANTS 13 2317.2 ~ ~.: JO~ ~.: Craftmade Slab - 400'N, 70'E of SW building u~x~o.: corner ~=Hn~a.aiN~.: GromatzkyDupree and Associates McFadden & Miller, Inc. co~nv~n~ 09/07/95 M.E.P.C. American Properties 08/17/95 08/10/95 4000 PSI 310/370 yds 8AMPLEDBY: J- Smith Client BY ORDER ~: OROER NUMBE~ (8 x 12 INCH) NOMINAL CYUNDEFI ~IZE: AREA-28.26 ~Q, IN. FIELD NUMBER: CM081007 CM081008 95,000 118,100 7 28 3360 4180 MAX]MUM LOAD. LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, AVERAGE STRENGTH, PSI: CM081009 118,200 28 4180 TYPE ~EAK: ~NIC~. N.N.O.) ~ Does comply with Specification 4180 METHO0 OF CURING: FIELD TEMPERATURE: AMBIENT ~MEms~ma: 11:35 ~u~cE o~ co~c.~ TXI 1 ~Y~ ~TO~* ~O- 08/11/95 90 'F .,X 92 'F, dR COm~NT M~ cooe: 39 TRANSPOR~DBY Reed ~u., 5.00 ~K~P CHARGE: Y~ ~C~NO.: 433934 UNff WEK~ ~CHE$ CF~Y msmmuno.: (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 Holstrumme~D TESTMETHOO~c A~TM (~31. C38, C143. C173, C192. C231. ORC1064 3 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, ~ 75235 · 214/350-5600 · (FAX) 214/350-0019