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Freeport NIP(3)-LR 951116 (3)reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 51 2317.2 REPORT NO.: JOB NO.: Craf tmade PROJECT: Paving - 150'N, 30'W of SW building LOCATION: corner DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 11/16/95 3500 PSI 50/300 yds ARCHITECT~NGINEER: Gromatzky Dupree and Associates S~M~.ED BY: H. Johnson CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY OROER OF: Client 12/14/95 11 / 23 / 95ORDER NUMBER: ~ x 12 INCH) NOMINAL CYLINDER SIZE: AR~-28.~ ~. IN. LABORATORY NUMBER FIELDNUMBER: CMlll601 CMl11602 M~IMUMLO~,LBS: 105,500 128,500 ~7 28 AGE WMEN TE~ED, DAYS: 3730 4540 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with Specification CMl11603 129,100 28 4570 4560 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 11/17/95 TEMPERATURE: AMBIENT 4 0 'F MIX 6 0 TIME OF ~AMPLE: 0 4: 5 0 SOURCE OF CONCRETE: TXI RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY AIR CONTENT 4 , 6 0 ~' Reed SLUMP AM~. PICK-UP CHARGE: M,X COOE: 9 6 4 3 5 · 0 0 INCHES Y~ NO TICKET "O.: 492802 UNIT WEIGHT PCF YIELD CF/CY DISTRIBU~N: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (1) McFadden & Miller, Inc./Mr. Jori Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry HolstrUmS,eNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppe'll/~,r,.~.~L~r,.r~, Davis ............ : .._.... C31, C39, C143, C173, C192, C231, ORC1064 PAOP lOF2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19 51 REPORT NO.: Craftmade PROJECT: Pavin9 - 240'N, 20'W of SW buildin9 LOCAI~ON: corner ARCH,TECT, ENG'NEER: Gromatzky Dupree and Associates CONTRACTOR: REPORTED TO: reed engineering GEOTECHNICAL CONSULTANTS 11 / 16 / 95 DATE CAST: 3500 PSI SPECIFICATION: 160/300 yds QUANTITY REPRESENTED: SAMPLED BY: H. Johnson CONCRETE COMPRESSION TEST REPORT 2317.2 JOB NO.: McFadden & Miller, Inc. BY~DEROF: Client 12/14/95 M.E.P.C. American Properties DATE: ll/23/950RDERNUMSER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SCi. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: ~B~ATORY NUMBER · CMl11604 CMl11605 CMl11606 102,300 131,700 134,000 7 28 28 3620 4660 4740 Does comply with Specification 4700 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 4 8 'F MIX 61 *F. 11/17/95 TRANSPORTED BY AIRCONTENT 4.60 %' Reed SLUMP 5 . 00 I~ME OF SAMPLE: 0 6: 4 0 BOURCE OF CONCRETE: TXI AMII~, MIX CODE: 9643 PICK-UP CHARGE: Y~ TICKET NO.: 492842 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADmIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,~R,eUnON: (1) M.E.P.C. American Properties/Mr. Rob Ahm~~ ~.....~ (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott McC_~/~ (1) Eckland Consultants, Inc./Mr. Jerry HolstrUmS,GNE' D (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/_Mr Larr Davis 2 2 TESTM*ETHODS: A'~M C31, C39, C143, C173, C192, C231,ORC1064 PAGF OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35{~0019