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Waters Edge P2-LR 940708 4 REPORT NO.: Waters PROJECT: Paving LOCATION: Edge, STA ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Matthews Phase 2+15 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 1132.3 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: Investments Southwest 07/15/94 DATE: ORDER NUMBER: 07/08/94 3000 PSI 10/120 yds F. Palmer 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: TYPE BREAK: CONICAL (U.N.O.) REMARKS: WE070801 83,900 7 2970 LABORATORY NUMBER WE070802 86,000 7 3040 3010 WE070803 28 WE070804 28 METHOD OF CURING: FIELD DAYS. LABORATORY FROM TEMPERATURE: AMBIENT 7 9 'F M,X 83 TIME OF SAMPLE: 10 : 45 AM~, SOURCE OF CONCRETE: P i one e r FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): 07/09/94 MIX CODE: 4700 TRANSPORTED BY Reed AIR CONTENT 4 . 5 0 ~' SLUMP PICK-UP CHARGE: TICKET NO.: 264289 UNIT WEIGHT YIELD INCHES NO PCF CF/CY DISTRIBUTION: (1) Matthews Investment Southwest, Inc./Mr. (1) Kadleck & Associates/Mr. Lynn Kadleck, P.E. ~tl) City of Coppell/Mr. Larry Davis SIGNED T ' H. ous TEST METHODS: ASTM C 31. C 39. C 143, C 173, C 192, C 231, OR C 1064 PAGE 1 OF1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19 REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 1132.3 JOB NO.: GEOTECHNICAL CONSULTANTS 4 Waters Edge, Phase II Paving STA 2+15 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/08/94 3000 PSI 10/120 yds ARCHITECT/ENGINEER: SAMPLEDBY: F. Palmer CONTRACTOR: REPORTED TO: BYORDEROF: Client 08/05/94 Matthews Investments SouthweS~TE: 07/15/94ORDERNUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: WE070801 WE070802 86,000 7 3040 MAXIMUM LOAD, LBS: 8 3,9 0 0 7 AGE WHEN TESTED, DAYS: 2970 COMPRESSIVE BTRENGTH. PSI: AVERAGE STRENGTH, PSI: 3010 ~PE BR~K: CONICAL (U.N.O.) ,EMARKS: Does comply with Specification WE070803 103,000 28 3640 WE070804 100,000 28 3540 3590 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 7 9 T,ME OF S~MPLE: 10: 45 ~' SOURCE OF CONCRETE: Pioneer DAYS, LABORATORY FROM 'F M,X 8 3 'F. FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 07/09/94 TRANSPORTED BY Reed AIR CONTENT 4 . 5 0 %' SLUMP PICK-UP CHARGE: MIX CODE: 4 7 0 0 TICKET NO.: 264289 INCHES NO UNIT WEIGHT PCF YIELD CFICY DISTRIBUTION: (1) Matthews Investment Southwest, Inc./Mr.~ (~11 Kadleck & Associates/Mr. Lynn Kadleck, P.E. City of Coppell/Mr. Larry Davis SIGNE TEST METHODS: ASTM C31, C39, C 143, C 173, C 192, C231, ORC 1064 PAGE 1 OF 1_.~__ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · {FAX) 214/350-0019