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Fountain Park 1-LR 931110 (2) reed engineering GEu I ECHNICAL CONSULTAN~ CONCRETE COMPRESSION TEST REPORT REPORT NO.: 6 JOB NO.: 1132 · 6 PROJECT: Fountain Park Addition · ~AT~N: Inlet STA 3+33, STA 3+73, STA 4+48 DATE CAST: 11/10/93 9PECIFICATION: 3000 PSI QUANTITY REPRESENTED: 9 yds ARCHITECT/ENGINEER: SAMPLED BY: H. Johnson BYORDEROF: client CON~CTOR: Legend Construction, Inc. .EP~TEOTO: Matthews Investments Southwes~ATE: 11/17/93 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER FPlll001 FPlll002 FPlll003 FPlll004 119,000 122,500 7 7 28 28 4210 4330 4270 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 1 DAYS, LA~RATORY F.OM 11/11/93 TRANSPORTED BY Reed 6 3°F MIX 6 ~, AIR CONTENT %, SLUMP 4iNCHES AM/~__, PICK-UP CHARGE: YE~ NO__ TICKET NO.: 14756 UNIT WEIGHT YIELD MIX CODE: Lattimore 38 PCF CF/CY DISTRIBUTION: (1) Matthews Investments Southwest/Mr. (1) Kadleck & Associates/Mr. Lynn Kadleck (1) city of Coppell/Mr. Larry Davis (1) Legend Construction, Inc./Mr. Floyd Key SIGNED TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~001~