Loading...
Chautauqua-LR 920916reed engineering ©G°~ON~G°P GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 10 JOB NO.~ O 8 2 DATE CAST: O 9 / 16/ 9 2 PROJECT: Chautauqua Place 8PECIFICATION:3000 PSI LOCATION:Bottom half of eyebrow on Dakota Lane pUANTITYREPRESENTE0:2O/6O ARCHITECT/ENGINEER:Nathan D. Maier BAMPLEDeY:H° Johnson coNTRACroR: Rebcon , Inc . BY oaoeR oF: C1 Tent 10/14/92 REPORTED TO: MatheWS Investments, Southwest DATE:09/23/92 ORDER NUMBER: (8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.28 SO. IN. LABORATORY NUMBER FIELD NUMBER: CP091601 CP091602 CP091603 CP091604 MAXIMUM LOAD, Las: 13 0, 0 0 0 13 2, 5 0 0 15 3, 0 0 0 15 4, 5 0 0 AGE WHEN TESTED, DAYS: '] 7 2 S 2 8 COMPRESSIVE STRENGTH, PSI: 4 6 0 0 4 6 9 0 4 6 5 0 AVERAGE STRENGTH, Pse TYPE BREAK: CONICAL (V.N.O.) REMARKS: METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 09/ 17/92 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 7 4 °F MIX 7 6 °F, AIR CONTENT 4 . O O %, SLUMP TIME OF SAMPLE: O H ' 4 O AEEfPM, PICK-UP CHARGE: SOURCE OF CONCRETE: TX I MIX CODE: 8 2 7 4 TICKET NO.: 3 O H 16 FINE AGGREGATE: UNIT WEIGHT COARSE AGGREGATE: WATER: YIELD CEMENT: FLY ASH: ADMIXTURE(SI: PCF CFlCY DISTRIBUTI 1 a ews nves men s, ou wes nc. r. lm ouse Na~han D. Maier Consulting Engineers/Mr. Michae Ga rett ~) City of Coppell/Mr. Garreth Campbell (1) Rebcon Inc./Mr. Rick Burgett SIGNED 4 IN}~CHES KGS NO 1 1 TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1084 PAGE_OF_ 2424 STUT2 DRIVE ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX) 214/350-0019