Chautauqua-LR 920727reed engineering
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GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 2 JOB NO.:10 8 2 DATE CAST: 0 7/ 2 7/ 9 2
PROJECT: Chautauqua Place SPECIFICATION:3OOO PSI
LOCATION:Inlet walls 4+41 Dakota Lane/Inlet pUANTITYREPRESENTED:8/8
walls 2+50 Harris Road
ARCHITECT/ENGINEER: SAMPLED BY: M. Lawson
CONTRACTOR: HCH Construction, Inc. BvoRDEROF:Client
08/24/92
REPORTED TO: MatheWS Investments, SouthwestDATE:08/03/92 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN.
LABORATORY NUMBER
FIELD NUMBER: CP072701 CP072702 CP072703 CP072704
MAXIMUM LOAD, Les: 116 , 5 0 0 115 , 0 0 0 15 3, 0 0 0 15 6, 5 0 0
AGE WHEN TESTED, DAYS: 7 7 2 8 2 8
COMPRESSIVE STRENGTH, PSI: 412 O 4 O7 O 5 410 5 5 4 0
41 O O 5 4 8 0
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: DOeS comply Wlth Specification
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM O 7 / 2 8 / 9 2 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 9 8 °F MIX 9 4 °F, AIR CONTENT %, SLUMP 4 IN
HES
C
TIME OF SAMPLE: O 3 ' O O A ,~M PICK-UP CHARGE: }
~
`LES NO
SOURCE OF CONCRETE: Lattimore MIX CODE: TICKET NO.: 891$9
FINE AGGREGATE: UNIT WEIGHT PCF
COARSE AGGREGATE:
WATER: YIELD CFICY
CEMENT:
FLY ASH:
ADMIXTURE(S):
~I~rRI~'~t~an D. Maier Consulting Engineers/Mr. Michael Garre t
~1) City of Coppell/Mr. Garreth Campbell
(1) Rebcon Inc./Mr. Rick Burgett
(1) HCH Construction, Inc./Mr. Mark Hicks SIGNED
1 1
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 182, C 231, OR C 1064 PAGE_OF_
2424 STUTZ DRIVE ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX) 214/350-0019