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Waters Edge P2-LR 940816 7 1132.3 REPORT NO.: JOB NO.: Waters Edge, Phase II PROJECT: Inlet Leave-outs - Laguna Drive @ STA LOCAT~N: 6 +20 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 08/16/94 3000 PSI 5 yds ARCHITECT/ENGINEER: SAMPLEDBY: S. Steadman CONTRACTOR: REPORTED TO: Matthews Investments Southwest DATE: 08/23/94 BY ORDER OF: C1 i ent ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: WE081601 138,000 7 4880 4760 LABO~TORY NUMBER WE081602 131,000 7 4630 WE081603 WE0816040 28 28 METHOD OF CURING: FIELD i DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 8 4 MIX 8 6 TIME OF SAMPLE: 10 : 15 BOURCE OF CONCRETE: Lat t imore FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 08/17/94 AIR CONTENT M~X COOE: 4 0 TRANSPORTED BY Reed %, SLUMP 2 .75 PICK-UP CHARGE: Y~ TICKET NO.: 7 0 0 3 5 9 6 UNIT WEIGHT YIELD INCHES NO PCF CFICY DISTRIBUTION: (1) Matthews Investment Southwest, Kadleck & Associates/Mr. Lynn Kadleck, City of Coppell/Mr. Larry Davis Inc./Mr. ~Hou~e TEST METHODS: ASTM C31, C39, C143, C173, C 192, C231, ORC 1064 1 1 PAGE OF__ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 1132.3 Drive @ STA 08 / 16 / 94 DATE CAST: 3000 PSI SPECIFICATION: 5 yds QUANTITY REPRESENTED: 7 JOB NO.: Waters Edge, Phase II Inlet Leave-outs - Laguna 6+20 ARCHITECT/ENGINEER: SAMPLED BV: $. S t eadman CONTRACTOR: REPORTED TO: Matthews Investments BY ORDER OF: 09/13/94 Southwest 08/23/94 DATE: ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: WE 081601 M~X,MU. LO*O. L~: 138,000 AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: 4880 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (UoN.O.) "EMARKS: Doe S comp ly wi t h LABORATORY NUMBER WE081602 131,000 7 4630 4760 Specification WE081603 159,000 28 5620 WE0816040 158,000 28 5590 5610 METHOD OF CURING: TEMPERATURE: TIME OF SAMPLE: FIELD 1 AMBIENT 8 4 10:15 SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): Lattimore MIXCODE: 40 DAYS, LABORATORY FROM TRANSPORTED BY 08/17/94 Reed MIX 8 6 'F. AIR CONTENT %, SLUMP 2. 7 5 PICK-UP CHARGE: y~ TICKET NO.: 7003596 UNIT WEIGHT YIELD INCHES NO PCF CF/CY DISTRIBUTION: ( 1 ) City of Matthews Investment SOuthwest, & Associates/Mr. Lynn Kadleck, Coppell/Mr. Larry Davis Inc./Mr. Tir~House 2424 STUTz DRIVE TEST METHODS: ASTM C31, C39, C 143, C 173, C 192, C231, ORC 1064 PAGE 1 OF 1 · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350-0019