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Freeport NIP(3)-LR 951017 (2)
41 REPORT NO.: Craftmade Loadin9 dock 9rade beam - ~ side of LOC^'.ON: buildin~ ARCHFTECT/ENGINEER: Gromatzky Dupree and Associates McFadden & Miller, Inc. CONTRACTOR: reed engineering CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO.: REPORTED TO: M.E.P.C. American Properties DATE: GEOTECHNICAL CONSULTANTS 10 / 17 / 95 DATE CAST: 3000 PSI SPECIFICATION: 5/5 yds QUANTITY REPRESENTED: SAMPLED BY: S · Boeshart BY O,DER ~: C1 ient 10 / 24 / 950RDER ',UMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-26.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSI: 'TYPE BREAK: CONICAL (U.N.O.) REMARKS: CM101701 90,500 7 3200 ~RATORY NUMBER CM101702 28 CM101703 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT ~IME OF SAMPLE: 0 2: 0 0 · OURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ABH: ADMIXTURE(S): 1 DAYS. UmTORY FROM 10 / 18 / 95 84 'F ,~M, M,X 89 'F. AIR CONTENT MIX CODE: 5 TRANSPORTED BY Reed %. SLUMP 3 · 00 PICK-UP CHARGE: YB~ TICKET NO.: 474506 UNIT WEIGHT YIELD INCHES NO PCF CF/CY D,STR,BU~O,: (1) M.E.P.C. American Properties/Mr. Rob Ahmut, McCra~ (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstru~,GNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~Mr. Larry Davis TESTM~HODS: ASTM C31, C~, C143, C173, C192, C~I, ORCI~ PAo~ 1 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 41 REPORT NO.: Craftmade LOCATION: JOB NO.: 2317.2 Inside building leave-outs DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 10/17/95 3000 PSI 30/60 yds ARCHITECT/ENGINEER: Gromatzky Dupree and Associates ~MmEDB¥: T. Belew CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties BY OnDER OF: Client 10 / 24 / 9 5ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: CM101704 77,500 7 2740 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE ~TRENGTH. PSh AVERAGE STRENGTH. PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: 2730 ~RATORY NUMBER CM101705 76,900 7 2720 CM101706 28 CM101707 28 METHOO OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 7 8 nME OF ~MFLE: 09: 00 SOURCE OF CO.CR~E: TX I RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): u,x 76 'F. 10/18/95 TRANSPORTED BY AIR CONTENT Reed SLUMP 6 · 0 0 INCHES Y~ NO PICK-UP CHARGE: M~X CODE: 39 I~CKET "O.: 473991 UNIT WEIGHT YIELD PCF CF/CY D,Sm,BU~O,: (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,eNED (1) City of Coppell/Mr. Lee Stone (1) City of CoppellLMr. Larry Davis TEST METHODS: A~M C31, C~, C143, C173, C192, C~I, ORCl~ PAO; 2 OF 2424 STU1-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350~0019 2