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Freeport NIP(4)-LR 960216Rm"O~ ,O.: 9 ~NO.: 2317.5 Freeport North Slab - 180'S, 130'E of NW building ~c~oR: corner ~=.,~C~,G,,E;R: Gromatzky Dupree & Associates co,~cnm: McFadden & Miller ~Om;D~: M.E.P.C. American Properties OATE: reed engin ring GEOTECHNICA, L CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/16/96 4000 PSI 120/520 yds &~d~ED BY: 'BY ORDER OF: 03/15/96 02/23/96ORDE, NUU~R: M. Lawson Client (8 x 12 INCH) NOMINAL CYLINDER ~ZE: AREA-28.26 ~O. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRE581VE STRENGTH. P~l: AVERAQE ~'RENGTH, PSI: TYPE BREAK: CONICAL {U.N.O.) REMARKS: LAI~:)RAT~Y NUMAR FN021601 FN021602 115,200 138,500 7 28 4070 4900 Does comply with Specification FN021603 146,100 28 5170 504O METHOO OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF 8AMPLE: ~OURCE OF CONCRETE: F1NE AGGREGATE: ~ AGGREGATE: WATER: CEMENT: FLY ASH: AOMIXTURE(S): 08:20 TXI DAYS, LABORATORY FROM MIX 31 60 TRANSPORTED BY o2/17/96 AIR CONTENT %, Reed SLUMP PICK-UP CHARGE: INCHES 4.00 M~X CODE: 39 T~KET NO.: 537781 UNIT WEIGHT YIELD PCF CFJCY o,ETmmrnoR: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TESl'METHOOS: ASTM CSt C3e, C 143, C 173, C lg2, C~I, OR C 1064 ~PAG; 1 OF 5 2424 STU3Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: GEOTECHNICAL CONSULTANTS 9 REPORT NO.: Freeport North Slab - 190'S, 250'E of I~ building LOCAllO~ corner ~H.~CTaNG,NEER: Gromatzky Dupree & Associat~es co.~,~o,: McFadden & Miller ,~EDT~. M.E.P.C. American Properties D^TE: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/16/96 4000 PSI 180/520 yds BY: M. Lawson 'BY ORDER OF: o3/ 5/96 02 / 23 / 960.DER NUMS~R: Client (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA-2e.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRE881VE STRENGTH, PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) LABORAT~Y NUMBER FN021604 FN021605 FN021606 95,100 126,000 125,900 7 28 28 3360 4460 4450 Does comply with Specification 4460 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 02/17/96 Reed eF MIX CF, AIR CONTENT ~, SLUMP INCHES 34 62 6.00 0 9: 0 0 Ak~P~ P~K4~P CHAP~E: Y~ NO TXI u~x ~OE: 39 ~CKET NO.: 537854 UNIT WEIGHT PCF YIELD CF/CY Gromatzky Dupree & Associates/Mr. Scott McCr~~ (1) City of Coppell/Mr. Larry Davis ~TRIEUT~'~: (1) M.E.P.C. American Properties/Mr. Rob Ahmut, (1) McFadden & Miller/Mr. Jon Jacobson (1) (1) City of Coppell/Mr. Lee Stone TE~METHODS: ~ C31. C~. C1~. C1~, C 192, C~I. ORCI~ PA~': 2 OF ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 JOe 9 REPORT NO.: Freeport North Slab - 80'N, 60'E of SW building L0c,~oN: corner ~CH~¢Ta~INEE.: Gromatzky Dupree & Associates ~T~C~m: McFadden & Miller ,~oR~,o: M.E.P.C. American Properties DATE: GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: 'BY ORDER OF: 03/15/96 02 / 23 / 96 ORDER NUMBER: 02/16/96 4000 PSI 320/520 yds M. Lawson Client (6 x 12 INCH) NOMINAL CYUNDER ,SIZE: AREA~28.26 S~. IN. ~TORY NUMBER mE~NUUSE,: FN021607 FN021608 FN021609 ~.u. LoAG. LSS: 86, 000 125,400 AGE W~IEN TESTEO. DAYS: 7 2 8 3040 4440 COMPRESSIVE STRENGTH. I~1: AVERAGE ~'RENGTH, PSI: 125,900 28 4450 4450 Does comply with Specification METHOO OF CURING: FIELD DAYS. LABORATORY FROM 1 TEMPERATURE: AMBIENT 'F MIX 39 63 ~ OF ~-~E: 10: 30 ,~ ~URCE OF co~.~"r;: TX I TRANSPORTED BY 02/17/96 AIR CONTENT %, Reed SLUMP PICK-UP CHARGE: MIX CODE: 39 TICKET NO.: INCHES 6.00 YI~ NO 538001 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott McC '~ '' (1) City of Coppell/Mr. Larry Davis SIGNED (1) City of Coppell/Mr. Lee Stone TESTMETHOOS: ASTM C31. C3~, C143, C173, C192, C231, ORC1064 pAG~ 3 OF 5 2424 STU'rZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)214/350-0019 reed engineering REPORT NO.: PROJECT: LOCATK~: 9 Freeport North Slab - C-3.5 to C-3 and D-3.5 to D-4 GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/16/96 4000 PSI 470/520 yds ARCH~NGINEER: Gromatzky Dupree & Associates co~m~-,m: McFadden & Miller M.E.P.C. American Properties CATE: ~PORTED TO: SAMPLED BY: BY ORDER OF: 03/15/96 02/23 / 96oR~, NUMSER: M. Lawson Client (8 x 12 INCH) NOMINAL CYUNDER ~IZE: AREA.2~.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) LABO~T~Y N~R FN021610 FN021611 FN021612 89,800 137,400 139,100 7 28 28 3180 4860 4920 Does comply with Specification 4890 METHO0 OF CURING: FIELD TEMPERATURE: AMBIENT 11ME OF SAMPLE: 12: 30 SQU~E OF ~"CR~E: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): 1 DAYS. UmO~TORY F~ 02 / 17 / 96 TRANSPORTED S¥ ~eed *F MIX CF, AIR CONTENT e/e, ~LUMP 4 0 0 INCHES 42 53 · M,X ~OE: 39 nCK~ NO.: 538185 UNIT WEIGHT PCF YIELD CF/CY McC ~mism~,: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates./Mr. Scott (1) City of Coppell/Mr. Larry Davis ~GNEO (1) City of Coppell/Mr. Lee Stone TESTMETHOOS: ASTM C$1. C38, Ct43, C173, C182, C231, ORCI064 PAGE 4 ,OF 5 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 SI 214/350-5600 · (FAX) 214/350-O019 REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO,: GEOTECHNICAL CONSULTANTS 9 Freeport North Piers- J-15, J-16, J-17, J-18 DATE CAST: SPECIFIC, AT]ON: QUANTITY REPRESENTED: 02/16/96 3000 PSI 10/10 yds ~C.~aNO~E~: Gromatzky Dupree & Associates McFadden & Miller M.E.P.C. American Properties DATE: SAMPLED BY: 'BY ORDER o3/15/96 02/23/960~RN~KR: F. Steadman Client (~ x 12 INCH) NOMINAL CYUNDER SIZE: AREA-2~.2~ SQ. IN. FIELD NUMBER: MAXJMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH, PSI: TYP~ BREAK: CONICAL (U.N.O.) REMARKS: FN021613 97,000 7 3430 LABORATORY NUMBER FN021614 103,400 28 3660 Does comply with Specification FN021615 101,500 28 3590 3630 METHOD OF CURING: FIELD DAYS. LABORATORY FROM 1 TEMPERATURE: AMBIENT eF MIX 36 48 ~-EOF~-~: 10: 20 AM~:~' SOURCE OF CONCR~E: TX I TRANSPORTED BY 02/17/96 AIR CONTENT e/e, Reed SLUMP PICK-UP CHARGE: INCHES 5.50 NO MIX COOE: ~CKET~.: 537969 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY m~m,eu~oN: (1) M.E.P.C. American Properties/Mr. Rob Ahmut* (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TESTMETHO08: ~ CS1, C~, C1~ C1~ C1~, C~1,0RC1064 pAG; 5 ~ 5 2424STUTZDRIVE · SU~E4CX) · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019