Four Seasons 1-LR 911109 reed engineering
CONCRETE COMPRESSIOH TEST REPORT
REPORT NO.: 21
JOB NO.: 5 5 6 · 2
DATECAST: 11/09/91
.R~EOT: Proposed Four Seasons Distribution
Center
Floor Slab Column Line E-F, 50'S. of
L~A~N: N. End of Slab
WSI Architects
ARCHITEC~ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, Inc.
SPECIFICATION: 3000 PS I
QUANTITY REPRESENTED: 5 3/3 0 0
SAMPLED BY:
BY ORDER OF:
11/16/91
DATE: 11/12 / 9 1 ORDER NUMBER:
H. Johnson
Contractor
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN.
LABORATORY NUMBER
FS 110901 FS 110902 FS 110903
FIELD NUMBER:
56,500 105,000 104,500
MAXIMUM LOAD, LBS:
3 7 7
AGE WHEN TESTED, DAYS:
2000 3710 3700
COMPRESSIVE STRENGTH, PSI:
3710
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FS 110904
28
METHOD OF CURING: FIELD 2 DAYS, LABORATORY FROM 11/11/91 TRANSPORTED BY Reed
TEMPERATURE: AMBIENT 4 0"F MIX 6 (~, AIR CONTENT %, SLUMP
6. ~NCHES
TIME OF ~AMPLE: 10: 2 0 A~J~, PICK-UP CHARGE:
.o
SOURCE OF CONCRETE: Pioneer
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
MIX CODE:
12'
ISTRIBUTION' (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
TICKET NO.:
22-66765
UNIT WEIGHT PCF
YIELD CF/CY
SIGNED
1 3
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 23t OR C 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35~O019
reed engineering
COHCRETE COMPRESSIOH TEST REPORT
REPORT NO.: 2 1
JOB NO.: 5 5 6.2
DATE CAST: 11/0 9/91
PR~ECT: Proposed Four Seasons Distribution
Center
Floor Slab Column Line E-F, 145'S. of
L~AT~N:
N. End of Slab
WSI Architects
ARCH~EC~ENGINEER:
NATCON, INC.
CONTRACTOR:
REPORTED TO: NATCON, IRc.
SPECIFICATION: 3000 PS I
OUANTITY REPRESENTED: 15 2 / 3 0 0
SAMPLED BY:
BY ORDER OF:
11/16/91
DATE: 11/12/91 ORDER NUMSER:
H. Johnson
Contractor
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN.
LABORATORY NUMBER
FS 110907 FS 110908 FS 110909
FIELD NUMBER:
57,500 101,500 103,000
MAXIMUM LOAD, LBS:
3 7 7
AGE WHEN TESTED. DAYS:
2030 3590 3640
COMPRESSIVE STRENGTH,
3620
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FS 110910
28
METHOD OF CURING: FIELD 2 DAYS, LABORATORY FROM 11/11/91 TRANSPORTED BY Re ed
TEMPERATURE: AMBIENT 4 1 'F MIX 6 6*F, AIR CONTENT ~, SLUMP
6.2 5 INCHES
TIME OF ~AMPLE: 11: 50
PICK-UP CHARGE:
N~O
SOURCE OF CONCRETE: Pioneer MIXCODE: 12'
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
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
TICKET NO.:
22-66776
UNIT WEIGHT PCF
YIELD CFICY
SIGNED
2 3
TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 PAGE OF
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX}214/35(~O019
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: 2 i
Jos NO.: 556. 2
PROJECT: Proposed Four Seasons Distribution
Center
L~AT,OR: Floor Slab Column line E-F, 50'N. of
S. End of Slab
WSI Architects
ARCHITECT/ENGINEER:
NATCON, INC.
CONTRACTOR:
DATE CAST: 11/09/91
SPECIFICATION: 3000 PS I
QUANTITY REPRESENTED: 26 O/300
H. Johnson
SAMPLED BY:
Contractor
BY ORDER OF:
REPORTED TO: NATCON, Inc.
OAT~: 11/16/91 ORDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ SQ. IN. LABORATORY NUMBER
FS 110913 FS 110914 FS 110915
FIELD NUMBER:
104,500 105,500
MAXIMUM LOAD, LBS:
7 7 28
AGE WHEN TESTED, DAYS:
3700 3730
COMPRESSIVE STRENGTH, PSI:
3720
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
FS 110916
28
METHOD OF CURING: FIELD 2 DAYS, LABORATORY FROM
TEMPERATURE: AMBIENT 44
TIME OF SAMPLE: 1: 15 AuY"M,
11/11/9 1 TRANSPORTED BY
AIR CONTENT
SOURCE OF CONCRETE: MIX CODE:
Pioneer 12,
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
~, SLUMP 4 · 75 INCHES
PICK-UP CHARGE: Y~ NO
TICKET NO.:
22-66792
UNIT WEIGHT PCF
YIELD CF/CY
D,STR,SUT,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
SIGNED
TEST METHODS: ASTM C31, C39, C149, C 173, C 192, C231, ORC 1064
3 3
PAGE OF.__
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019