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Chautauqua-LR 920708reed engineering C~L°30Mp GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 1 JOB No.: 10 8 2 PRaecT: Chautauqua Place Manholes Sta. 5+27 and 2+35, Line "B" LOCATION: DATE CAST: O 7/ O 8/ 9 2 SPECIFICATION: 3 0 0 0 PS I QUANTITY REPRESENTED: 9/ 9 YdS ARCHITECT/ENGINEER: SAMPLED BV: B. Steadman coNrRACroR: HCH Construction, Inc. BYOROEROF: Client 08/05/92 REPORTED TO: MatheWS Investments, 50L1thWeStiiATE: 07/15/92 ORDER NUMBER: (8 z 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.28 SO. IN. LABORATORY NUMBER FIELD NUMBER: CP070801 CP070802 CP070803 CP070804 MAXIMUM LOAD,LBS: 102, 000 105, 500 142, 000 144, 500 AGE WHEN TESTED, DAYS: 7 7 2 8 2 8 COMPRESSIVE STRENGTH, PSI: 3 610 3 7 3 0 5 0 2 0 5110 3 6 7 0 5 O 7 O AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: DOeS comply Wlth Specification METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 07/ 09/92 TRANSPORTED BV Reed TEMPERATURE: AMBIENT 9 3 °F MIX TIME OF SAMPLE: O5 ~ OO AMYPJA, SOURCE OF CONCRETE: Latt 1mOre FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 9 OF, AIR CONTENT MIX CODE: 4 2 6 S K %, SLUMP 21NCHES PICKUP CHARGE: YE~ N0. TICKET NO.: 8 5 6 4 4 UNIT WEIGHT PCF YIELD CF/CV a ews noes men s, ou wes nc. r. im ouse RIB 10 (°~j 1~a~han D. Maier Consulting Engineers/Mr. Michae J. Gi~ a~rett ~(1) City of Coppell/mr. Garreth Campbell /~/// (1) Rebcon Inc./Mr. Rick Burgett (1) HCH Construction, Inc./Mr. Mark Hicks s1GNED 1 1 TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1080 PAGE_OF_ 2424 STUTZ DRIVE ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX) 214/350-0019