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Waters Edge P2-LR 940715 6 Waters PROJECT: Paving reed engineering ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Matthews CONCRETE COMPRESSION TEST REPORT JO~ NO.: Edge, Phase II - Inlet STA 6+19 1132.3 Investments Southwest DATE: GE~ECHNI~L CONSULTAN~ 07/22/94 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: ORDER NUMBER: 07/15/94 3000 PSI 3.5/3.5 yds T. Pickens Client (6 x 12 INCH) NOMINAL CYLINDER ~ZE: AREA-2~.28 ~Q. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, P~I: AVERAGE 8TFIENGTH. PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: WE071501 110,500 7 3910 LASORATORY NUMBER WE071502 113,000 7 4000 3960 WE071503 28 WE071504 28 METHOO OF CURING: FIELD 1 TEMPERATURE: AMBIENT 92 TIME OF 8AMPLE: 02 : 35 ~M. SOURCE OF CONCRETE: Lat t imore DAYB, LABORATORY FROM · F MIX 91 -F. FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIX'rURE(B): 07/16/94 TRANSPORTED BY Reed AIR CONTENT %. SLUMP 2.25 INCHES PICK-UP CHARGE: YI~ NO M,x COOE: 38 T,CKET ,O.: 7002803 UNIT WEIGHT PCF YIELD CF/CY D,BTR~: (1) (~Kadleck (~) City of Matthews Investment Southwest, & Associates/Mr. Lynn Kadleck, Coppell/Mr. Larry Davis Inc s~ ./Mr. Ti Hous _~ ~ TEST METHOOS: ASTM C31, C39. C 143, C 173, C 192, C231, ORC 1064 PAGE I OFI 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · {FAX) 214/350-0019 6 REPORT NO.: Waters PROJECT: Paving LOCATION: Edge, Phase - Inlet STA ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Matthews reed engineering CONCRETE COMPRESSION TEST REPORT JOB NO.: II 6+19 1132.3 GEOTECHNICAL CONSULTAN~ 07/15/94 DATE CAST: 3000 PSI SPECIFICATION: 3.5/3.5 yds QUANTITY REPRESENTED: SAMPLED BY: T. Pickens Investment s Sou t hwe s ~ATE: 08/12/94 07/22/94 BY ORDER OF: ORDER NUMBER: Client (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: T~fPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply WE071501 110,500 7 3910 with ~BORATORY NUMBER WE071502 113,000 7 4000 3960 Specification WE071503 144,000 28 5090 WE071504 139,500 28 4930 5010 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 92 TIME OF SAMPLE: 0 2 : 3 5 SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 07/16/94 Reed · F M,X 91 °F' AIR CONTENT q/o, SLUMP A~PM. PICK-UP CHARGE: INCHES 2.25 ~ NO Lattimore MlXCOOE: 38 TICKETNO.: 7002803 UNIT WEIGHT PCF YIELD CFICY DISTRIBUTION: (1) Matthews Investment Southwest, Inc./Mr. T~m.~ouse I~ Kadleck & Ass°ciates/Mr' Lynn Kadleck' P'E' ~ City of Coppell/Mr. Larry Davis SIGNED TEST METHODS: ASTM C31, C39, C 143. C 173, C 192, C231, ORC 1064 PAGE1 OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/350-0019