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Freeport NIP(4)-LR 960401
26 REPORT NO.: Freeport North Panels - #49 and #51 LOCATION: reed engineering GEO¥~=CHNICAL CONSU LTAN¥:~ CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: ARCHITECT/ENGINEER: Gromat zky Dupree & Associates CO,~CTOR: McFadden & Miller REPORTED TO: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: M.E.P.C. American Properties DATE: 04/01/96 4000 PSI 30/250 yds SAMPLED BY: E. Yerian BY OIR~R OF: o4/ .9/96 0 4 / 0 8 / 9 6 OROEn NUMSER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSi: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply FN040101 97,300 7 3440 with lA~RATORY NUMBER FN040102 131,500 28 4650 FN040103 132,200 28 4680 Specification 4670 METHOO OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 6 : 5 0 ~OURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, lABORATORY FROM 'F MIX 51 62 AMIP~. 04/02/96 "F, AIR CONTENT M,X COOE: 3 9 TRANSPORTEO BY Reed D,S~,EUT~: (1) M.E.P.C. American Properties/Mr. (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 2424 STUTZ DRIVE · ~, SLUMP 6 · 5 0 INCHES PICK-UP CHARGE: YE~ NO TICKET NO.: 5 6 2 4 8 4 UNIT WEIGHT PCF YIELD CF/CY TESTMETHOOS: ASTM C31, C39. C143, C173, C192. C231. ORC1064 SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 pAGF 1 OF (FAX) 214/35(~0Olu reed engineering 26 REPORT NO.: Freeport North Panel - #61 LOCATION: GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.5 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 04/01/96 4000 PSI 170/250 yds ARCH~CT~NGINEER: Gromatzky Dupree & Associates coNT~: McFadden & Miller ~J~m~DTO: M.E.P.C. American Properties SAMPLED BY: BY ORDER OF: o4/29/96 04 / 08 / 96ORDER NUMBE.: E. Yerian Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O,) REMARKS: LABORATORY NUMBER FN040104 FN040105 80,100 108,300 7 28 2830 3830 Does not comply with specification FN040106 112,000 28 3960 3900 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 11UE OF SAMPLE: 0 9: 4 0 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM 1 04/02/96 'F MIX *F, 65 64 AMIR, M,X CODE: 3 9 TRANSPORTED BY Reed AIR CONTENT %, SLUMP 7.00 PICK-UP CHARGE: Yr~ TICKET NO.: 5 6 2 713 UNIT WEIGHT YIELD INCHES NO PCF CF/CY ~STRIBUTION: (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 TE~M~HCOB: ASH C31. C~, C1~. C173. C192, C~1,~C1~ PAGE 2 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019