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Freeport NIP(3)-LR 950823 22 REPORT HO.: Craftmade Slab - 325'S, 25'E of NW buildin~ LOCATION: corner ARC.~aNGINEER: Gromatzky Dupree and Associates REPORTED TO:. reed .engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2317.2 JO~ NO.: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: 09/20/95 'BYOR~R~: 08/30/95 ~R NUMBER: 08/23/95 4000 PSI 80/270 yds F. Palmer Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN. FIELD NUMBER: CMO 80301 95,400 MAXIMUM LOAD, LBS: 7 AGE WHEN TESTED, DAYS: 3370 COMPRESSIVE STRENGTH, PSI: LABORAT~Y NUMBER CM082302 CM082303 115,700 113,600 28 28 4090 4020 4060 AVERAGE STRENGTH. PSI: ~E B,~ ~"=~ m...O.) REMARKS: Does comply with Specification METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 08 / 24 / 95 TRANSPORTED BY TEMPERATURE: AMBIENT 8 3 'F M,X 8 7 'F. AIR CONTENT ~, Reed SLUMF 5.00 INCHES ~MEOF~: 07:40 ~U~E OF CONCR~E: TXI .,x COOE: 39 PICK-UP CHARGE: Y~ T}CKET NO.: 441852 NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT' PCF YIELD CF/CY (1) M.E.P.C. American Properties/Mr. Rob Ahmut~~ ~S~IBUTION: (1) McFadden & Miller, Inc./Mr. Jon Jacobson /~---~' (1) Gromatzky Dupree and Associates/Mr. Scott McCr ~ -- (1) Eckland Consultants, Inc./Mr. Jerry HolstrUms~ED -- 1 2 TE~METHOOS: ASTM C31, C~, C1~, C1~. C192, C~I, ORCI~ PAD~ OF " 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 21~350-0019 reed .engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CA~T: SPECIFICATION: QUANTITY REPRESENTED: 22 2317.2 REPORT NO.: JOB NO.: Craf tmade Slab - 175'S, 20'E of NW building LOCAnO,: corner ~C.~aNG,NEER: Gromatzky Dupree and Associates McFadden & Miller, Inc. CON~O~: 09/20/95 M.E.P.C. American Properties REPORTED TO: DATE: 08/23/95 4000 PSI 200/270 yds ~AM~BY: F. Palmer BY ORDER OF: o8/30/95 Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMO 82304 CM082305 94,200 116,300 7 28 3330 4110 MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH. PSI: AVERAGE STRENGTH, PSI: 4110 OPN~ (U.N.O.) Does comply with Specification CM082306 115,800 28 4100 METHO0 OF CURING: FIELD DAYS, LABORATO. RY FROM 1 08/24/95 TEMPERATURE: AMBIENT 11ME OF SAMPLE: 09: 00 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: F~Y ASH: TRANSPORTED BY Reed 88 'F M,X 89 'F, AIR CONTENT %%, ~LUMP 5 · 50 INCHES PICK-UP CHARGE: Y~ NO M,X COPE: 39 ~CKET~.: 442011 UNIT WEIGHT PCF YIELD CF/CY Hol St rums,~D - ~STRIBUTION: (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry (1) M.E.P.C. American Properties/Mr. Rob Ahmut' 2 TEST METHOOS: ASTM C 3% C:~, C 143, C 173, C 192, C 231, OR C 1064 pAGF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350q:X)19 2