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Freeport NIP(3)-LR 950814
reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 15 2317.2 JO8 ~.: Craftmade Slab - 40'N, 100'E of SW building corner 08/14/95 4000 PSI 60/370 yds ~,~E~ Gromatzky Dupree and Associates ~DsY: J- Smith McFadden & Miller, Inc. M.E.P.C. American Properties 09/11/95 00/21/95 Client (e x 12 IHCH) NOMINAL CYUNDER ~ZE: ARE~28~6 SO. IN. FIELD hUMBER:. MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COIdPRE~VE STRENGTH. P~: AVERAGE STRENGTH, L.ABORAT~Y N~BER CM081401 CM081402 CM081403 104,500 122,000 126,000 7 28 28 3700 4310 4460 Does comply with Specification 4390 METHO0 OF CURING: F~ELD I DAYS. LABORAT ,ORY FROM 08/15/95 'm,,~s~:mTEr) BY Reed T~,X~U,£: *.8,E.T 78 ~ M~ 90 'F. ~. CO.TE.T q** s~uup 4.75 TIME OF SAMPLE: 07: 15 ~A* ~CK~ C~W~E: y~ · ~mc~ ~ ~: TXI U~ CO~: 39 ~C~ ~.: 435466 FINE AO~REQATE: WATER: FLY ADulxruRr:(s): UNiT WEIGHT CF~CY Rob Ah~ Jerry SHoC~tsttr~M~,~r~--~' ~ ~o~ (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. TESTMETHO08: ASTM C31. C38. C143. C173. C192, C231. ORC10~4 1 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, ~ 75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering G~OTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 15 2317.2 Craftmade slab - 170'N, 90'E of SW building corner 08/14/95 4000 PSI 170/370 yds ARCH~EGT~N~NE~: Gromatzky Dupree and Associates 8.NdP%.ED BY: McFadden & Miller, Inc. M.E.P.C. American Properties 09/11/95 '~~: 08/21/95 J. Smith Client (6 x 12 INCH) NOMINA~ CYIJNDER SIZE: AREA~8~6 SQ. IN. RELD NUMSER: eM 081404 u~uuu LO*O. ~S: 90,000 7 AGE WHEN TE~TEO. DAYS: 3180 COMPRESSIVE STRENGTH, PSI: AVERAGE 8TREHGTH, PSI: LA~)RATORY NUMBER eM081405 132,000 28 4670 eM081406 129,700 28 4590 TYPE BREAX: CONICAL ~.N.O.) ~,~: Does comply with Specification 4630 METHO0 OF CURINQ: F1ELD TEMPERATURE: AMBIENT ~uE~.~ 09:10 ~ ~ co,c,~ TX I WATER: FLY ASH: At~IZI'UI4E(~ i DAYS. U~A .T~Y FROM 84 'F u~ 91 08/15/95 T~*J~SPO~T~DSY Reed AJR CONTENT %%. s~uuP 5.75 IHCK-UP ~E: Y~ u~E: 39 ~.: 435639 UN~ ~ ~CHES (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McCra= (1) Eckland Consultants, Inc./Mr. Jerry Holstrums~,ED TESTMETHO0~ ASTM C31. C~, 0543, C173, C192, C231,0RC1064 2 2424STUTZDRNE · SUITE400 · DALLAS, TEXAS75235 · 214/350-56(X) · (FAX}214/350-(X)19 4 15 Craftmade Slab - 410'N, ~CAnO.: corner reed engineering GI~OTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JO~ NO.: 100'E of SW building 08/14/95 4000 PSI 310/370 yds A~.~Va~.EE.: Gromatzky Dupree and Associates ~"~DEY: J- Smith McFadden & Miller, Inc. M.E.P.C. American Properties 09/11/95 08/21/95 Client (~ x 12 INCH) NOMIHAL CYUNDER SIZE: AREA-2826 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMO 814 0 7 CM081408 95,000 121,100 7 28 3360 4280 MAX]MUM LOAD. LBS: AGE 'WHEN TESTED, DAYS: COMPflESSIVE STRENGTH, P~I: AVERAGE 8'rflENGTH, PSI: CM081409 118,800 28 4200 TYPE ~EAK: CON~L ~.O.) ~: Does comply with Specification 4240 METHO0 OF CURING: FIELD TEMPERATURE: AMBIENT T~E OF s~mm: 11: 00 ~U~E ~ ~ TX I I DAY~. ~m~T(W~Y FF~O~ 0 8 / 15 / 9 5 TRANSPORTED BY Reed 92 .F "~ 93 'F. ~, CO.T~NT 5.00 PICK-UP CHARGE: TICKET NO.: Y~ 435795 INCHES FINE AGGREGATE: COARSE AOQREOATE: WATER: CEMENT: FLY ASH: ADM~q'URE(S): UNIT WEIGHT YIELD Holstru~ m~mmu~o.: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobsen (1) Gromatzky Dupree and Associates/Mr. Scott McC (1) Eckland Consultants, Inc./Mr. Jerry TEST METHO0~ ASTM C 31, C ~, C 143. C 173, C 192, C 231. OR C 1064 pAGF 2424 STUTZ DRIVE · SUITE400 · DALLA~T~75235 · 214/35(~5600 · (FAX)2141350~)019 3 4 reed engineering CONCRETE COMPRESSION TEST REPORT 15 2317.2 Craftmade Piers - B-14, 15, 16, 19, 20, 21, 22, 23 ~c.,~c~a~ Gromatzky Dupree and Associates GEOTECHNICAJ. CONSULTANT'S McFadden & Miller, Inc. M.E.P.C. American Properties REPORTED ~ DA~: o8/14/9s 3000 PSI 20/40 yds eAU~aD~Y: J. Smith 09/11/95 o8/21/95 ~DER NUMBER: Client (6 x 12 INCH) NOMIN)~. CYUNDEA ~ZE: AFtHA-29.~ SO. IN. ~ELD NU.~R: CM 081410 CM081411 .*~.u. ~o~, ~: 93,000 130,000 7 28 AGE WHEN TESTED, DAYS: 3290 4600 COIdPRESSIVE STREHGTH, PSi: AVERAGE STRENGTH. PSi: CM081412 128,000 28 45.30 Does comply with Specification 4570 ME11400 OF CURING: F~ELD 1 DAYS, LABORAT,ORY FROM 08/15/95 u~ 94 'F. AIR CONTENT MIX CODE: 5 TTMPERA'rUR£: ~e~HT 9 4 *r~EOF~..,~.c~:: 01: 23 TRANSI~)RTED BY Reed · /.. ~uuP 4.75 PICK-UP CHARGE: Y~ · r, cK~-*r .o.: 435979 FINE AGGREGATE: ~ AGGREGATE: WATER: CEMENT: FLY ASH: UNIT WEIGHT PCF YIELD CF/CY INCHES ~eUT~: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott Mc~ (1) Eckland Consultants, Inc./Mr. Jerry Holstrum~N~ 4 TE~UC~'HO0~ ~ C~,. C~. C ,~ c ,~ c ,~, c~,.~c ,~ ,~ OF 2424 STUTZ DRIVE · SUffE400 ·DALLAS, T~75235 · 21~350-5600 · (FAX)21~350-0019 4