Four Seasons 1-LR 911021REPORT NO.: 1 1
PROJECT: Proposed Four Seasons
Center
Pier Nos. C-7.6, C-7,
LOCATION:
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
JOB NO.: 556. 2 DATE CAST:
D i str ibut ion SPECIFICATION:
C- 6.6 QUANTITY REPRESENTED:
SAMPLED BY:
BY ORDER OF:
11/18/91
DATE: 10/28/91 ORDER NUMBER:
10/21/91
3000 PSI
11/55 yds.
K. Atkins
Contractor
(6 x 42 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN.
LABORATORY NUMBER
FS 102101 FS 102102
FIELD NUMBER:
96,000 127,500
MAXIMUM LOAD, LBS:
7 28
AGE WHEN TESTED, DAYS:
3400 4510
COMPRESSIVE STRENGTH, PSh
AVERAGE STRENGTH, PSh
FS 102103
129,000
28
4560
4540
~PE BR~K: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
FS 102104
HOLD
METHOD OF CURING: FIELD i DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 7 3°F MIX 7
TIME OF SAMPLE: 11: 45 AM~,
10/22/91 TRANSPORTED BY
AIR CONTENT %,
SOURCE OF CONCRETE: Pioneer MIX COOE: 13 04
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
SLUMP 5 · ONcHES
PICK-UP CHARGE: YE~ NO
TICKET NO.:
12472
UNIT WEIGHT PCF
YIELD CFICY
,STR,BUT,ON' (1) NATCON, Inc./Mr. John Fisher
1) Bradford Companies/Mr. Subash Gaitonde
(1) Brockett. Davis. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1) Slider & Associates/Mr. Tim Slider
~{-1) city of Coppell/Mr. Travis Crump
TEST METHODS: ASTM C 3t
SIGNED
1
C 39, C 143, C 173, C ~92, C 231, OR C 1064 PAGE OF.__
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