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Park West CC(1)-LR 951020reed engineering REPORT NO.: PROJECT: LOCATION: CONCRETE COMPRESSION'TEST REPORT 40 JOSNO.: 2166.2 Park West Commerce Center Paving - 500'S, 100'E of NE building corner GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 09/22/95 3000 PSI 20/350 yds ARCHITECT/ENGINEER: SAMPLED BY: H. Johnson CONTRACTOR: REPORTED TO: McFadden & Miller Marc Myers DATE: BY ORDER OF: 10/20/95 09 / 29 / 95ORDEm NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER 81ZE: AREA-28.26 SQ, IN, LABORATORY NUMBER FIELDNUMBER: PW092201 PW092202 U~IMUULOAD. LSS: 125,100 149,500 7 28 AGE HEN ~STED. DAYS: 4420 5290 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with Specification 5280 PW092203 149,000 28 5270 METHOD ~ CURING: FIELD DAYS, ~RATORY MOM 1 09/23/95 TEMPERATURE: AMBIENT 61 'F M~x 69 .F. TIME OF SAMPLE: 0 8 : 2 0 80URCE OF CONCRETE: TXI FINE AGGREQATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY AIR CONTENT 5 . 2 0 '/" M,X C00E: 9643 Reed SLUMP PICK-UP CHARGE: 5.00 INCHES NO TIOKET NO.: 45838 UNIT WEIGHT PCF YIELD CF/CY D,STR,SU~ON: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. Dave VanDemee: (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige TEST METHODS: ASTM C31, C39, C143, C173, C192, C231, ORC1064 RAG; 1 OF 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 REPORT NO.: PROJECT: LOCATION: 4 0 JOB NO.: Park West Commerce Center reed engineering Paving - 430'S, 135'E of NE building corner GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2166.2 DATE GA~T: SPECIFICATION: QUANTITY REPRESENTED: 09/22/95 3000 PSI 160/350 yds ARCHITECT/EHGINEER: SAM~EDBY: H. Johnson CONTRACTOR: REPORTED TO: McFadden & Miller Marc Myers DATE: BY ORDER OF: lO/2O/9S 09 / 29 / 95OBDER .UMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: PW092204 PW092205 120,600 143,900 7 28 4270 5090 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 5060 ~PE BR~K: CONICAL (U.N.O.) Ra~,KS: Does comply with Specification PW092206 142,100 28 5030 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 09/23/95 TEMPERATURE: AMBIENT 63 'F M~X 7 6 'F. TRANSPORTED BY AIR CONTENT 5 · 2 0 ~' Reed ~LUMP 5.00 INCHES I~ME OF ~AMPLE: 10: 20 AU~, BOURCE OF CONCRETE: TX I MIX CODE: 8272 PICK-UP CHARGE: TICKET NO.: Y~ 458428 NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT YIELD msm, s~iGN: (1) Marc Myers Company/Mr. RichardCrOWD~ (1) McFadden & Miller Construction/Mr. Dave Van (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNED TEST METHODS: ASTM C31, C39, C143, C173. C 192, C231. ORC1064 PCF CF/CY 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 P^O; 2 OF 3 REPORT NO.: PROJECT: LOCATION: 40 reed engineering GEOTECHNICAL CONSULTANTS Park West Commerce Center Paving - 410'S, 80'E of NW building corner CONCRETE COMPRESSION TEST REPORT 2166.2 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 09/22/95 3000 PSI 310/360 ARCHITECT/ENGINEER: McFadden & Miller CONTRACTOR: Marc Myers REPORTED TO: DATE: SAMPLED BY: BY ORDER OF: 10/20/95 09 / 29 / 95 ORDER NUMBER: F. Palmer Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: PW092207 PW092208 145,800 28 5160 MAXIMUM LOAD, LBS: 106,900 AGE WHEN TESTED, DAYS: 3780 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) ,E~KS: Does comply with Specification 5110 PW092209 143,200 28 5060 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 74 'F M~X 86 11ME OF SAMPLE: 02 : 45 ArM' BOURCE OF CO.C.~E: TXI 09/23/95 TRANSPORTED BY Reed AIR CONTENT 5 · 40 ~' SLUMP 5 . 00 PICK-UP CHARGE: u,x CODE: 9643 T,CKET NO.: 458884 INCHES FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADIdlXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRISUn~: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. Dave VanDemee: (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige TEST METHODS: ASTM C31, C39, C 143, C173, C192, C231, ORC1064 3 3 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350~0019