Four Seasons 1-LR 911022 reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORTNO.: 13 JODNO.: 556. 2
P"~ECT: Proposed Four Seasons Distribution
Center
Pier Nos. A-5.4, A-5.8, A-6.4
LOCATION:
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
DATECAST: 10/22/91
SPECIFICATION: 3000 PSI
QUANTI~Y REPRESENTED: 21/48 yds.
SAMPLED BY:
BY ORDER OF:
11/19/91
DATE: 10/29/91 ORDER NUMBER:
K. Atkins
Contractor
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN,
LABORATORY NUMBER
FS 102201 FS 102202 FS 102203
FIELD NUMBER:
93,000 126~ 000 128~ 000
MAXIMUM LOAD, LBS:
7 28 28
AGE WHEN TESTED, DAYS:
3290 4460 4530
COMPRESSIVE STRENGTH, PSI:
4500
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
FS 102204
HOLD
METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM 10/2 3/91 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 7 8'F MIX 7 8=,
AIR CONTENT %,
SLUMP 5, 0NcHES
TIME OF SAMPLE: 0 4: 0 0
PICK-UP CHARGE: YEg~ NO
SOURCE OF CONCRETE: Pioneer
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE:
1304
TICKET NO.:
12537
UNIT WEIGHT PCF
YIELD CF/CY
i (1) NATCON, Inc /Mr John Fisher
I T lB ON: , ' ° .
~[f ~radford Companies/Mr. Subash Galtonde
(1) Brockett. Davls. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
(1) Slider & Associates/Mr. Tim Slider
~) city of Coppell/Mr. Travis Crump
TEST METHODS: ASTM C31, c3g, C143, C173, C 192, C231, ORC1~
SIGNED
PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~O019