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Freeport NIP(3)-LR 951026reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 44 REPORT NO.: Craftmade PROJECT: Paving- 20'N, LOCAT~N: corner 2317.2 JO~ NO.: 80'E of NW building DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 10/26/95 3500 PSI 50/460 yds ~ONITECTmNGINEER: Gromatzky Dupree and Associates S~PLEDBY: H. Johnson CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: 11/23/95 11 / 02 / 9 5ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.28 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMl 02601 CMO 12602 MAXIMUM LOAD, LBS: 103,000 113,500 7 28 AGE WHEN TESTED, DAYS: 3640 4010 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with Specification CM102603 117,300 28 4150 4080 METHOD OF CURING: FIELD I DAYS, LABORATORY FROM 1 0 / 2 7 / 9 5 TRANSPORTED BY TEMPERATURE: AMBIENT 68 'F M,X 75 'F. TIME OF ~AMPLE: 0 8: 1 5 AM/F~, SOURCE OF CONCRETE: TX I AIR CONTENT 4 · 80 %' Reed SLUMP 5.00 Y~ PICK-UP CHARGE: M,X CODE: 9643 TICKET NO.: 480266 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT YIELD PCF CF/CY D,~R,BU~ON: (1) M.E.P.C. American Properties/Mr. Rob (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. Scott (1) Eckland Consultants, Inc./Mr. Jerry Holstrums,GNED (1) City of Coppell/Mr. Lee Stone 1) City of Coppell/_Mr Larr TESTM"ETHODS: A'~M ~,~v~, C143, C173, C192, CF31, ORC1064 PAOF I OF3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350~0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 44 2317.2 REPORT NO.: JOB NO.: Craftmade Paving' - 30'N, 50'W of I~ buildin~ LOCA~O,: corner DATE CAST: SPECIFICATION: OUANTITY REPRESENTED: 10/26/95 3500 PSI 170/460 yds ~CHnECT~NGINEER: Gromatzky Dupree and Associates SAMPLED BY: H. Johnson CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER 0~: C1 ient 11/23/95 11 / 0 2 / 9 5 oRDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: CMl 02604 CM102605 112,200 28 3970 MAXIMUM LOAD, LBS: 8 8, 0 0 0 AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 7 3110 CM102606 117,900 28 4170 ~PE BR~K: CONICAL (U.N.O,) REMARKS: Does comply with Specification 4070 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 10/27/95 TEMPERATURE: AMBIENT 7 0 "F MIX 7 6 CF, TRANSPORTED BY AIR CONTENT 4.80 ~' Reed SLUMP 5.50 INCHES TIME OF SAMPLE: 10: 3 0 8OURCE OF CONCRETE: TX I AMII~. MIX CODE: 9643 PICK-UP CHARGE: Y.~ NO TICKET NO.: 4 8 0 4 2 2 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): UNIT WEIGHT PCF YIELD CF/CY DISTRIB~ON: (1) M.E.P.C. American Properties/Mr. RobAhmut~~_.. (1) McFadden & Miller, Inc./Mr. Jon Jacobson (1) Gromatzky Dupree and Associates/Mr. ~c~t~ McCr~~,~,~m~ (1) Eckland Consultants, Inc./Mr. Jerry Holstrums~D (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~~a ~, 0143, O173, C192, C~I, ORCI~ pAGe20F_.~._3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 44 2317.2 REPORT NO.: JOB NO.: Craftmade PROJECT: Paving - 40'N, 20'E of NE building LOCATION: corner DATE CAST: SPECIFICATION: OUANTITYREPRESENTED: 10/26/95 3500 PSI 450/460 yds ARCHITECT~NGINEER: Gromatzky Dupree and Associates SAMPLED BY: H. Johnson CONTRACTOR: REPORTED TO: McFadden & Miller, Inc. M.E.P.C. American Properties DATE: BY ORDER OF: Client 11/23/95 11/02/950ROER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 80. IN. LABORATORY NUMBER FIELD NUMBER: CMl 02607 CM102608 121,200 28 4290 MAXIMUM LOAD, LBS: 91, 500 AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U,N.O.) REMARKS: 7 3240 Does comply with Specification CM102609 124,600 28 4410 4350 METHOD OF CURING: RELD DAYS, LABORATORY FBOM 1 10/27/95 TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 4: 2 5 ~OURCE OF CONCRETE: TXI RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 78 'F MD( 81 'F. TRANSPORTED BY Reed AIR CONTENT %, SLUMP 5.00 PICK-UP CHARGE: MInX COOE: 9643 5.00 TICKET NO.: 480955 UNIT WEIGHT YIELD INCHES NO PCF CF/CY O,Sm,S~lON: (1) M.E.P.C. American Properties/Mr. Rob Ahmut' (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~~~M ~. 0143, C173. C192. C231, ORC1~ PAG; 3 OF 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/3504)019