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Waters Edge P2-LR 940714REPORT HO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 5 JO~ NO.: Waters Edge, Phase II Inlet box top STA 6+19 Matthews ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: 1132.3 GEOTECHNICAL CONSULTAN~ Investments Southwest DATE: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: ORDER NUMBER: 07/21/94 07/14/94 3000 PSI 4.50 yds F. pitts Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN. RELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED. DAYS: COMPRE~IVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: WE071401 122,000 7 4310 ~BORATORY NUMBER WE071402 122,500 7 4330 4320 WE071403 28 WE071404 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT MR 91 nME OF S*~E: 02 : 30 ~PU. ~OURCE OF CONCRETE: Lat t imore FiNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMiXTURE(S): 07/15/94 'F. AIR CONTENT MIX CODE: 3 8 TRANSPORTED BY Reed %, SLUMP PICK-UP CHARGE: TICKET NO.: 04200 UNIT WEIGHT YIELD INCHES NO PCF CF/CY DIBTRI/BUTION: (1) Matthews Investment Southwest, Inc./Mr. TiF~ouse (1~ Kadleck & Associates/Mr. Lynn Kadleck, P.E. (~) City of Coppell/Mr. Larry Davis SIGNED TEST METHODS: ASTM C 31. C 39, C 143, C 173, C 192, C 2S1, OR C 1064 PAGE 10F.~i 2424 STU'rZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 REPORT NO.: PROJECT: LOCATION: 5 JOB NO.: Waters Edge, Phase II Inlet box top STA 6+19 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 1132.3 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/14/94 3000 PSI 4.50 yds ARCHITECT/ENGINEER: SAMPLED BY: F. Pitts CONTRACTOR: REPORTED TO: Matthews Investments Southwest DATE: os/11/94 o7/21/94 BYORDEROF: Client 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: TMPE BREAK: CONICAL (U.N.O.) WE071401 122,000 7 4310 REMARKS: LABORATORY NUMBER WE071402 122,500 7 4330 4320 Does comply with Specification WE071403 150,500 28 5320 WE071404 153,000 28 5410 5370 METH~ OF CURING: FIELD DAYS, ~RATORY FROM 1 07/15/94 TEMPERATURE: AMBIENT 8 6 TIME OF SAMPLE: 02 : 30 A~/PM. SOURCE OF CONCRETE: T,at timore FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): "F MIX 91 'F, AIR CONTENT MIX CODE: 3 8 TRANSPORTED BY Reed %, SLUMP PiCK-UP CHARGE: TICKET NO.: 04200 UNIT WEIGHT YIELD INCHES NO PCF CF/CY DISTRISUTI~: (1) Matthews Investment Southwest, Inc./Mr.~~. (1) Kadleck & Associates/Mr. Lynn Kadleck, P.E ...... ~ (1) City of Coppell/Mr. Larry Davis SIGNED TEST METHODS: ASTM C31, C39, C143, C173, C192, C231, ORC1064 PAGE1 OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019