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Freeport NIP(3)-LR 950901 29 REPORT NO.: Cra f tmade PROJECT: Panel - #124 LOCATe)N: reed engineering GEbTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JO~ NO.: DATE CAST: QUANTITY REPRESENTED:. 09/01/95 4000 PSI 10/220 yds ARCH~CT~NGINEER: Gromatzky Dupree and Associates SAM~EDBY: F. Steadman CONTRACTOR: REPORTED TO:. McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: 09/29/95 09 / 0 8 / 95OR~. NUMBER: Client (6 x 12 INCH) NOMINAL CYMNDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMO 90101 CM090102 118,600 28 4190 MA)GMUM LOAD, LBS: 9 0, 0 0 0 7 AGE WHEN TESTED, DAYS: 3180 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. PSI: CM090103 119,900 28 4240 TYPE BREAK: ODNICAL (U.N.O.) REMARKS: Does comply with Specification 4220 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 8 4 'F TIME OF SAMPLE: 0 6: 3 0 SOURCE OF CONCRETE: r~r~I DAYS, LABORATORY FROM Mm 92 09/02/95 TRANSPORTED BY °F, AIR CONTENT Reed SLUMP INCHES 5.50 NO PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO.: 448225 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF ; YIELD CF/CY D,S~BUn~: (1) M.E.P.C. American Properties/Mr. Rob vfl) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstrum~GNED (1) City of Coppell/Mr. Lee Stone TEST METHODS: ASTM C31. C39, C143, C173. C192, C231, ORC1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX}214/350-O019 P^O~ 1 OF 3 REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED:. 29 Craftmade Slab - ~rid line C-D, 19-20 09/01/95 4000 PSI 10/320 yds ~ECT~NGINEER: Gromatzky Dupree and Associates SAMPLED BY: F. Steadman CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. SYORDER~: Client 09/29/95 M.E.P.C. American Properties DATE: 09~08~95ORDER"UMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMO 9 010 4 CM090105 CM090106 119,700 119,000 28 28 4230 4210 MAXIMUM LOAD, LBS: 91,700 7 AGE WHEN TESTED. DAYS: 3240 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. PSi: 4220 ~PE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with Specification METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 6: 4 5 .SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMD(TURE~S): 1 DAYS. LABORATORY FRO. 0 9 / 0 2 / 9 5 TRANSPORTED BY Reed 8 2 'F MIX 8 4 'F. A,R CONTENT %, SLUMP PICK-UP CHARGE: M,x COOE: 39 4.25 INCHES YB~ NO TICKET NO.: 448224 UNIT WEIGHT PCF ; YIELD CF,'CY Rob Ahmu t~_~~ Scott McCr~~~'-'- Jerry Holstrun%,G~- mSm,S~: (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. (1) City of Coppell/Mr. Lee Stone TE~ METH~S: ASTM C 31. C ~, C 1~, C $~, C 19~ C ~$, OR C 1~ PAG; 2 OF 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 reed engineering GE(~)TECHNICAL CONSULTANTS 29 REPORT NO.: Craftmade LOCATION: CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO.: DATE CAST: SPECIFICATION: OUANTITY REPRESENTED:. SAMPLED BY: Slab - grid line C-D, 14-15 ~CH~CTaNOINEER: Gromatzky Dupree and Associates McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: 09/29/95 09 / 08 / 9 5ORDER NUMBER: CONTRACTOR: REPORTED TO: 09/01/95 4000 PSI 220/320 yds F. steadman Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER CM090107 CM090108 94,000 120,600 7 28 3320 4270 Does comply with Specification 4290 CM090109 121,600 28 4300 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 8 9 DAYS, LABORATORY FROM TRANSPORTED BY o9/o _/95 *F MIX 8 9 *F, AIR CONTENT ~,b, Reed SLUMP 6.00 INCHES ~UEOF~PLE: 09:25 SOURCE OF CONCRETE: TXI MIX CODE: PICK-UP CHARGE: Y.~ NO 'nC~ET ,o.: 448501 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF ..: YIELD GF/CY D,Sm,SUnO,: (1) M.E.P.C. American Properties/Mr. RoAhm~J_, (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott Mc. (1) Eckland Consultants, Inc./Mr. Jerry HolstrumE~NE~ (1) City of Coppell/Mr. Lee Stone TEST UEm~S: AS~ C ~,. C ~. C ,~. C ,~. C ,~2. C ~,. OR C ~ ,AOE 3 ~ 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19