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Freeport NIP(4)-LR 960228reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 JO~ NO.: 17 Freeport North Floor slab - 280'S, 250'E of NW building corner DATE CAST: ~PECIFICATION: QUANTITY REPRESENTED: REPORT NO.: PROJECT: LOCATION: ARCHfTECT~Ne~NEER: Gromatzky Dupree & Associates CO, m~TOR: McFadden & Miller ~EmmmDTO: M.E.P.C. American Properties D^TE: 02/28/96 4000 PSI 90/370 yds SAM~EDBY: T. Pickens .YORD~OF: Client 03/06/96OR~,N~,: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. nE~ NUMSER: FN022801 105,100 AGE WHEN TESTED, DAYS: 7 3720 COMPRESSIVE STRENGTH, PSi: AVERAGE ~I:IENGTH, PSi: TYPE 8RENC CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER FN022802 FN022803 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF 8AMPLE: 08 : 05 SQU~CE OF CO"CR~E: TX I FINE AGQREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ~XTUR~S): DAYS, LABORATORY FROM 1 02/29/96 3 2 .F MIX 51 'F, AIR CONTENT TRANSPORTED BY Reed e/~, ~.UMP PICK-UP CHARGE: M= CODE: 39 11CKET NO.: 545426 UNIT WEIGHT YIELD 5.7 5 I.C,ES YE~ NO PCF CF/CY McCra 0~m,a~noR: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller/Mr. Jon Jacobsen (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone TE~METHOOS: ~ C31. C~. C 1~, C 1~, C 1~. C~I. ORC 1~ p~; I OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT 2317.5 NO.: 17 Freeport North Floor slab - 250'S, 130'E of NW building corner GEOTECHNICAL CONSULTANTS REPORT NO.: PROJECT: LOCATtON: ARCHITECT/ENGINEER: Gromatzky Dupree & Associates com~o~ McFadden & Miller ,e~m~D~. M.E.P.C. American Properties DATE: GATE CAST: ,~=ECIFICA11ON: QUANTITY REPRESENTED: 02/28/96 4000 PSI 240/370 yds ~,~DsY: S. Boeshart 'E¥ O,DER OF: Client 03 / 06 / 96~DER ,UMSER: (6 x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-28.26 ~Q. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TE~I'ED, DAYS: COMPRES~VE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL {U.N.O.) REMARKS: FN022804 90,500 7 3200 LABORATORY NUMBER FN022805 FN022806 28 28 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT T~E OF S*~PLE: 09: 50 ~U~E OF CO.CR~: TX I RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FI.Y ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 02/29/96 Reed 3 8 .F M,X 5 0 'F, AIR CONTENT e/e, SLUMP 7 . 0 0 INCHES AM~, PICK-UP CHARGE: YI~ NO MIX CODE: 3 9 T~CKET NO.: 5 4 5 5 9 2 UNIT WEIGHT PCF YIELD CFK;Y D,~m,BU~O,: (1) M.E.P.C. American Properties/Mr. Rob Ahmut~ (1) McFadden & Miller/Mr. Jon Jacobson (1) Gromatzky Dupree & Associates/Mr. Scott McC] (1) City of Coppell/Mr. Larry Davis S,GNE (1) City of Coppell/Mr. Lee Stone TE~ME'mOOS: AS~ C~,. C~. C,~. C,~. C,~ C~.ORC,~ PAGE 2 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350.-O019 reed engineering CONCRETE COMPRESSION TEST REPORT GEOTECHNICAL CONSULTANTS 17 2317.5 F~POF~ NO.: ~ NO.: Freeport North Floor slab - 220'S, 130'W of NE · OCA~ON: building corner ~C.~aN~EER: Gromatzky Dupree & Associates CO, TRA~O,: McFadden & Miller R~O~TED~: M.E.P.C. American Properties DATE: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/28/96 4000 PSI 320/370 yds ~AMPLED BY: S. Boeshart sY O~R OF: Client 03/06/96~DERNUM~,: (E x 12 INCH) NOMINAL CYUNDER SIZE: AflEA*28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN022807 87,500 7 3090 LABORATORY NUMBER FN022808 FN022809 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT T~E OF sAM,~: 09: 5 0 ~ ~ =mCR~: TXI IqNE AGGREGATE: COAP, SE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 02/29/96 Reed 'F MIX "F, AIR CONTENT ~, SLUMP INCHES 39 46 7.50 AM/I~, PICK-UP CHARGE: YE~ NO M,x ~x~: 39 T~KET NO.: 545682 UNIT WEIGHT PCF YIELD CF/CY D~m,SU~O,: (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 mQNED (1) City of Coppell/Mr. Lee Stone TE~ MEI~30~: AG~ C ~1. C ~, C 1~. C 1~, C t9Z C ~1, OR C 1~ pAG~ 3 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 17 ~NO.: 2317.5 Freeport North Piers- K.2-18.7, K.7-18.7, K.7-18.1, K.7-17.6 DATE CAST: ~PECIFICATION: QUANTITY REPRESENTED: 02/28/96 3000 PSI 10/10 yds ARCHFFECT~NGINEER: Gromatzky Dupree & Associates 8N~IPt,.ED BY: F. Steadman co,~: McFadden & Miller BY ORDER OF: C1 ient M.E.P.C. American Properties D^TE: 03/06/960~DER.UMSE.: (6 x 12 INCH) NOMINAL CYUNDER SIZE: AREA.20.26 ~Q. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TE~I'ED. DAYS: COMPflE~8~VE STRENGTH. PSh AVERAGE ~rRENGTH. PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: FN022801 90,400 7 3200 LA,RATtY NUMBER FN022802 FN022803 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF ~AMPLE: 10: 50 ~U~E OF COHCRrm: TX I RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): 1 DAYS. LABORATORY FROM 02 / 29 / 96 35 'F MD( 59 'F. ^'R CONTENT MIX CODE: 5 TRANSPORTED BY Reed ~, SLUMP PiCK-UP CHARGE: TICKET NO.: UNIT WEIGHT YIELD 4.75 ~NCHES YE~ NO 545708 PCF CF/CY O,~R,BU~O~: (1) M.E.P.C. American Properties/Mr. Rob Ahmuty McCr~ (1) McFadden & Miller/Mr. Jon Jacobsen (1) Gromatzky Dupree & Associates/Mr. Scott (1) City of Coppell/Mr. Larry Davis ~NED (1) City of Coppell/Mr. Lee Stone TE~METHOOS: ~ C31. C~. C1~. C1~, C1~. C~I, ORCl~ PAGE 4 OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019