Four Seasons 1-LR 911107 (2) reed engineering
ON TEST REPORT
REPORT NO.: 19 JOB NO.: 556.2 DATE CAST: 11/07/9 1
PROJECT: Proposed Four Seasons Distribution
Center
Pier No. G.5-8, A.7-1, F.5-8
LOCATION:
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
SPECIFICATION: 3 000 PS I
OUANTITY REPRESENTED: 16/3 2
SAMPLED BY:
BY ORDER OF:
12/05/91
DATE: 11/14/91 ORDER NUMBER:
K. Atkins
Contractor
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
LABORATORY NUMBER
FS 110701 FS 110702 FS 110703
FIELD NUMBER:
64,500 96,000 99,500
MAXIMUM LOAD, LBS:
7 28 28
AGE WHEN TESTED, DAYS:
2280 3400 3520
COMPRESSIVE STRENGTH, PSI:
3460
AVERAGE STRENGTH, PSI:
TWPE BREAK: CONICAL (U.N.O.)
REMARKS: Does comply with Specification
FS 110704
H
METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 11/08/91 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 4 0 'F MIX 5 4'F, AIR CONTENT
SLUMP
4.0 INCHES
TIME OF SAMPLE: 2 : 30
PICK-UP CHARGE:
Y~ N__O
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S}:
MIX CODE:
Pioneer 1304
TICKET NO.:
22-666-94
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (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
SIGNED
~-1~- City of Coppell/Mr. Larry Davis
TEST METHODS: ASTM C31, C39, C143, C 173, C 192, C231, ORC 1064
1 1
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2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35~O019