Chautauqua-LR 920820reed engineering
C~3G°ti30MC°~
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 4 JOB NOl O $ 2 DATE CAST:O $/ 2 O/ 9 2
PROJECT:ChautaUC~Ua Place SPECIFICATION;4000 PSI
LOCATIONBethel School Road, STA 3+20 OUAN7ITYREPRESENTED:lO/2O
ARCHtTECTJENGINEER: SAMPLEDBY:H. Johnson
CONTRACTOR:HCH Construction, InC. BY ORDEROF:(`llent
09/17/92
REPDRTEDTO:Mathews Investments, Southwest DATe.O8/27/92 OADcRNUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN.
LABORATORY NUMBER
FIELD NUMBER: CP082001 CP082002 CP082003 CP082004
MAXIMUM LOAD, LBS: 11 ]- , 0 0 0 10 9, 5 0 0 12 8, 0 0 0 131, 5 0 0
AGE WHEN TESTED, DAYS: 7 ~] 2 $ 2 $
COMPRESSIVE STRENGTH, Psl: 3 9 3 0 3 8 7 0 4 5 3 0 4 6 5 0
3 9 O O 4 5 9 0
AVERAGE STRENGTH. PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: D02S comply with Specification
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 0 $/ 21/ 9 2 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 7 8 °F MIX 8 2 °F, AIR CONTENT 3 g O %, SLUMP
TIME OF SAMPLE:" 1 ' 3 O Ab~1,~ PICK-UP CHARGE:
SOURCE OF CONCRETE:,I,XI MIX CODE: $ 2 74 TICKET NO.: 2 3 3 4 4
FINE AGGREGATE: UNIT WEIGHT
COARSE AGGREGATE:
WATER: YIELD
CEMENT:
FLY ASH:
ADMIXTURE(S):
}}(( 4 INCHES
VES ~r0
PCF
CF/CY
ST UT a le ~ ~
~y`~~a~~ian D. Maier .Consulting Engineers/Mr. Michael Garret
1) City of Coppell/Mr. Garreth Campbell i~
(1) Rebcon Inc./Mr. Rick Burgett
(1} HCfi Construction, Inc./Mr. Mark Hicks SIGNED
1 1
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1084 PAGE OF
2424 STUTZ DRIVE ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ /FAX) 214/350-0019